2024年

[1] Yang X J, Lin F*,  Du X, Qiu L. Collapse-resistant mechanism of RC beam-slab substructures using kinked steel plates under two-adjacent-edge-columns removal scenario. Engineering Failure Analysis, 2024, 156, 107810.

[2]Zhang W P, Liu Y, Yu Q Q*.Time-dependent seismic fragility analysis of reinforced concrete columns subjected to chloride-induced corrosion[J]. Engineering Structures, 2024, 302:117448

[3]Qian H Y, Liang G F, Lin F*. Vierendeel action in progressive collapse of three-storey RC structures under corner column removal scenario. Engineering Structures, 2024, 310, 118137.

[4]Yang X J, Jiang Y H, Lin F*. Experimental study on direct shear resistance of horizontal grouted joints in PC shear walls under compression and in-plane bending moment. Journal of Building Engineering, 2024, 90, 109419.

[5]Xu Z, Lin F*, Gu X-L. Shaking table tests on inclined collapse mechanism of RC frame structures subjected to earthquakes. Journal of Building Engineering, 2024, 89, 109338.

2023年

[1] Yang X J, Lin F, Gu X L. Experimental studies on improving progressive collapse resistance of RC beam–column assemblies using kinked steel plates[J]. Engineering Structures, 2023, 295: 116842.

[2] Lu Y L, Jiang L Y, Lin F. Seismic performance of precast concrete shear wall using grouted sleeve connections for section steels reinforced at wall ends[J]. Structures, 2023, 57(11):105068.

[3]Yang X J, Lin F. Experimental and analytical studies on tensile behavior of kinked steel plates[J]. Journal of Constructional Steel Research. 2023, 204(5), 107874.

[4]Zeng, M. X., Jiang, C. *, Chen, T. and Gu, X. L. Effects of Polypropylene and Basalt Fibers on Tensile and Compressive Mechanical Properties of Fiber-reinforced Ice Composites[J]. Construction and Building Materials. 2023, 409: 133914.

[5]Wang, G., Li, Z. X., Chen, T. *, Peng, P. C. and Xiao, Z. G. Numerical study on fatigue behavior and strengthening of steel pipes with a surface crack[J]. Theoretical and Applied Fracture Mechanics. 2023, 127: 104003.

[6]Yao, J. X., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G. Experimental and numerical investigation of mixed mode fracture of high-performance grouting materials based on peridynamics[J]. Fatigue & Fracture of Engineering Materials & Structures, 2023,1‐19. doi:10.1111/ffe.14070

[7]Huang,  C., Zheng, Y. P.*, Chen, T., Ghafoori, E. and Gardner, L. Fatigue crack growth behaviour of wire arc additively manufactured steels[J]. International Journal of Fatigue, 2023, 173: 107705.

[8]Wang, X., Chen, T. and Gu, X. L.* Fatigue tests on grouted connection segment specimens in offshore wind turbine structures considering water ingression[J]. Marine Structures. 2023, 90: 103438.  

[9]Rashnooie, R., Zeinoddini, M., Ahmadpour, F., Beheshti Aval, S.B. and Chen, T. A coupled XFEM fatigue modelling of crack growth, delamination and bridging in FRP strengthened metallic plates[J]. Engineering Fracture Mechanics. 2023, 279: 109017.

[10]Chen, T.*, Ye, M., Yao, C. and Xiao, Z. G.Fatigue behavior and digital image correlation monitoring of steel plates with mixed-mode edge cracks repaired with CFRP materials[J]. Composite Structures.

[11]Yu QQ, Wu JY, Gu XL, Wang L. Seismic behavior of hinged steel frames with masonry infill walls. Journal of Building Engineering, 2023, 77: 107536.

[12]Wu JY, Yu QQ, Gu XL*. A modified analytical model for predicting seismic behaviors of unanchored liquid storage tanks. Journal of Constructional Steel Research, 2023, 208: 108018.

[13]Wu JY, Yu QQ, Peng Q, Gu XL*. Seismic responses of liquid storage tanks subjected to vertical excitation of near-fault earthquakes. Engineering Structures, 2023, 289: 116284.

[14]Chen ZY, Gu XL, Vollmer M, Niendorf T, Ghafoori E, Yu QQ*. Recovery stress behavior of Fe-SMA under fatigue and thermal loading. Thin-Walled Structures, 2023, 188: 110799.

[15]Yin XJ, Zhang B, Yu QQ, Gu XL*. Overturning collapse responses of RC frame-shear wall structures induced by failure of vertical members. Engineering Structures, 2023, 285: 116078.

[16]Chen ZY, Gu XL, Zhao XL, Ghafoori E, Yu QQ*. Fatigue tests on Fe-SMA strengthened steel plates considering thermal effects. Journal of Structural Engineering, 2023, 149(3): 04022255.

[17]Yu QQ, Zhao YZ, Wu H, Wang ZL*, Zhu ZY. Experimental study on AFRP-to-concrete bond behavior subjected to underground water. Composite Structures, 2023, 306: 116565.

[18] Zhang Q, Yang Q C, Gu X L, Jiang Y. Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809.

[19] Liu X G, Zhang W P, Gu X L, Ye Z W. Assessment of Fatigue Life for Corroded Prestressed Concrete Beams Subjected to High-Cycle Fatigue Loading [J]. Journal of Structural Engineering, ASCE, 2023, 149(2): 4022242.

[20] Zhang Q, Yang Q C, Li W J, Gu X L, Dai H H. Study on model of flexure response of carbon fiber textile reinforced concrete (CTRC) sheets with short AR-glass fibers [J]. Case Studies in Construction Materials, 2023(18): e01791.

[21] Jiang C, Song C, Gu X L*, Zhang Q, Zhang W P. Modeling electrochemical chloride extraction process in cement-based materials considering coupled multi-ion transports and thermodynamic equilibriums [J]. Journal of Cleaner Production, 2023(401): 136778.

[22] Zhang W P, Liu Y, Hu F, Gu X L. Experimental and numerical investigation on seismic performance of corroded RC columns of low-strength concrete [J]. Bulletin of Earthquake Engineering, 2023, 21(4): 2103 – 2140.

[23] Yin C R, Song T G, Song X B, Gu X L, Xiao X W. Seismic performance of indoor substation RC frames with combined base isolation techniques [J]. Engineering Structures, 2023(284): 115962.

[24] Jiang C, Ding H, Gu X L*, Zhang W P. Failure mode-based calculation method for bearing capacities of corroded RC columns under eccentric compression [J]. Engineering Structures, 2023(285): 116038.

[25] Jiang C, Ding H, Gu X L*, Zhang W P. Calibration analysis of calculation formulas for shear capacities of corroded RC beams [J]. Engineering Structures, 2023(286): 116090.

[26] Guo H Y, Jiang C, Gu X L*, Dong Y, Zhang W P. Time-dependent reliability analysis of reinforced concrete beams considering marine environmental actions. Engineering Structures, 2023(288): 116252

[27] Zhang Q, Zheng N H, Li W J, Gu X L, Liu R H. Study on the Axial Load Response of RC Columns Confined by CTRC Subjected to Dry-Wet Cycles [J]. Journal of Advanced Concrete Technology, 2023, 21(3): 107 – 122.

[28] Zhang Q, Chen M H, Li W J, Gu X L, Gong J X. Seismic performance and damage properties of flexure–shear critical RC columns with various loading cycles [J]. Bulletin of Earthquake Engineering, 2023

[29] Zhang Q, Yang Q C, Gu X L, Jiang Y, Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809

[30] Yang X J , Lin  F*, Gu X L. Progressive collapse resistance of RC beam-slab substructure under two-adjacent-edge-columns removal scenario. Journal of Building Engineering, 2023, 80(12), 108115.

[31] Zhang W P, Wang R L, Chen X X, Jia D F*, Zhou Z H. Systematic assessment method for post-earthquake damage of regional buildings using adaptive-network-based fuzzy inference system[J]. Journal of Building Engineering, 2023,78:107682

[32] Qiu J L, Zhang W P*, Jing Y. Quantitative Linear Correlation Between Self-Magnetic Flux Leakage Field Variation and Corrosion Unevenness of Corroded Rebars[J]. Measurement, 2023, 218:113173

[33] Zhou Y, Xue B, Zhang W P*, Wang R P. Prediction of bulk mechanical properties of PVC foam based on microscopic model：Part I-Microstructure characterization and isotropic Modelling. Polymer Testing, 2023, 117:107872

[34] Zhou Y, Xue B, Zhang W P*, Wang R P. Prediction of bulk mechanical properties of PVC foam based on microscopic model：Part II-Material characterization and analytical formulae, Polymer Testing, 2023, 117:107846

[35] Zhang W P*, Liu H, Zhou Y, Liao K X, Huang Y. Effects of neutron irradiation on densities and elastic properties of aggregate-forming minerals in concrete[J]. Nuclear Engineering and Technology, 2023,55:2147-2157

2022年

[1]Song C, Jiang C, Gu X L*, Zhang Q, Zhang W P. Calibration analysis of chloride binding capacity for cement-based materials under various exposure conditions [J]. Construction and Building Materials, 2022(314): 125588.

[2]  Wang Y, Zhang B, Gu X L*, Lin F. Experimental and numerical investigation on progressive collapse resistance of RC frame structures considering transverse beam and slab effects [J]. Journal of Building Engineering, 2022(47): 103908.

[3]  Hua J J, Gu X L*, Eberhard M O, Wouagabe J. Influence of lateral loading direction on seismic behavior of shear-critical reinforced concrete intermediate short columns [J]. Engineering Structures, 2022(252): 113573.

[4]  Jiang Z L, Qian Z W, Gu X L, Zhu J H, Long W J, Xing F. Statistical analysis of chloride concentration distribution in concrete by a meso-scale model considering irregular shape aggregates [J]. Construction and Building Materials, 2022(319):126143.

[5]  Dong Z, Gu X L*, Jin Z H, Poursaee A, Ye H L. Experimental and Numerical Investigations on the Rate-Limiting Step for Macrocell Corrosion of Reinforcing Steel in Concrete [J]. ASCE, Journal of Materials in Civil Engineering, 2022, 34(1): 04021407

[6]  Jiang C, Ding H, Gu X L*, Zhang W P. Failure mode-based calculation method for bending bearing capacities of normal cross-sections of corroded reinforced concrete beams [J]. Engineering Structures, 2022(258): 114113.

[7]  Jiang C, Ge YQ, Zhang H C, Gu X L*. Effects of thermal expansion of enclosed medium and direction of pressure bearing plane of metal tubes on pore pressure measurements in cement-based materials under elevated temperatures [J]. Fire Safety, 2022(130): 103599

[8]  Zhang Q, Zheng N H, Gu X L, Wei Z Y, Zhang Z. Study of the confinement performance and stress-strain response of RC columns with corroded stirrups [J]. Engineering Structures, 2022(266): 114476

[9]  Gu X L*, Zhang B, Huang X K, Wang X L. Experimental investigation on progressive collapse resistance of precast concrete frame structures with different beam-column connections [J]. Journal of Building Engineering, 2022(56): 104803

[10] Zhang Q, Wei Z Y, Gu X L, Yang Q C, Li S Y, Zhao Y S. Confinement behavior and stress–strain response of square concrete columns strengthened with carbon textile reinforced concrete (CTRC) composites [J]. Engineering Structures, 2022(266):114592

[11] Zhou Y, Zhang W P, Tong F, Gu X L. Moisture Transport of Axial - Compression - Damaged Mortar and Concrete in Atmospheric Environment [J]. Materials, 2022, 15(16): 5498

[12] Zhang Q, Yang Q C, Gu X L, Jiang Y, Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809

[13] Yu Q Q, Wu J Y. Gu X L*, Zhou F Y. Experimental study on effects of U-shape dampers on earthquake responses of a base-isolated LNG inner tank [J]. Engineering Structures, 2022(269): 114985.

[14] Yu Q Q, Gu X L*, Zeng Y H, Zhang W P. Flexural behavior of Corrosion-Damaged prestressed concrete beams[J]. Engineering Structures, 2022(272): 114841.

[15] Yang X J, Lin F, Gu X L. Simulation and analysis on improving progressive collapse resistance of RC assemblies by embedding locally debonded rebars near beam-ends [J]. Structures, 2022(40): 498 - 512.

[16] Zhang Q, Zheng N H, Gu X L*, Jiang Y, Liu R H. Study on the compression performance of RC columns confined with CTRC based on ICCP technology in chloride environment[J]. Structures, 2022(44): 633 - 646.

[17] Zhang Q, Yang Q C, Gu X L, Jiang Y. Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809.

[18] Liu X G, Zhang W P, Gu X L, Ye Z W. Assessment of Fatigue Life for Corroded Prestressed Concrete Beams Subjected to High-Cycle Fatigue Loading [J]. Journal of Structural Engineering, ASCE, 2023, 149(2): 4022242.

[19] Zhang Q, Yang Q C, Li W J, Gu X L, Dai H H. Study on model of flexure response of carbon fiber textile reinforced concrete (CTRC) sheets with short AR-glass fibers [J]. Case Studies in Construction Materials, 2023(18): e01791.

[20] Li CZ, Song XB, Gu XL. Modeling and experimental study on chloride migration of interfacial transition zone based on its pore structure. Construction and Building Materials, 2022, 333: 127383

[21] Huang QH, Li CZ, Song XB. Spatial distribution characteristics of ellipsoidal coarse aggregates in concrete considering wall effect. Construction and Building Materials, 2022, 327: 126992.

[22]Li C.Z., Song X.B. Mesoscale modeling of chloride transport in unsaturated concrete based on Voronoi tessellation [J]. Cement and Concrete Research, 2022.

[23]Wu Y.J., Song X.B. Semi-mechanism-based hysteretic model for traditional heavy timber frames with forked column foot joints and various wood panel infill [J]. Engineering Structures, 2022.

[24]Salamone C., Song XB; Tang JY, Shang DF, Dou XJ, Xue A, Jiang Y. Lateral behavior of masonry infilled wood frames with wood diagonal bracings of different forms [J]. Journal of Structural Engineering, 2022, 148(8): 04022090

[25]Wang DB, Song XB, Nie HY. Cracking analysis of massive concrete with large-diameter pipes during construction [J]. Construction and Building Materials, 2022, 338: 127636

[26]Min H G, Zhang W P*, Gu X L. Effects of coupled heat and moisture and load damage on chloride transport in concrete[J]. Magazine of Concrete Research, 2022, 74 (13):659-671.

[27]Zuo H R, Zhang W P*, Wang B T, Gu X L. Force-displacement relationship modelling of masonry infill walls with openings in hinged steel frames[J]. Bulletin of Earthquake Engineering, 2022, 20(1): 349-382.

[28]Chen, T. , Cao, C. C., Li, X. Q. and Kong Q. Z. * . Interface debonding detection of grouted connection based on Lamb wave energy leakage[J]. Measurement. 2022, 202: 111867.

[29]Huang, X. M., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G.Fatigue evaluation of grouted connections subjected to Markov matrix based random loading[J]. Marine Structures. 2022, 86: 103295.

[30]Huang, C., Chen, T. *, Xia, Z. C. and Jiang, L. Y. Numerical study of surface fatigue crack growth in steel plates repaired with CFRP[J]. Engineering Structures. 2022, 268C: 114743.

[31]Song, X. B., Wu, Y. J., Jiang, H. Y. and Chen, T.* Lateral performance of glulam timber frames with CFRP confined timber-steel buckling-restrained bracings[J]. Journal of Structural Engineering, ASCE. 2022, 148(3): 04021293. 

2021年

[1]Ba G Z, Zhang W P*, Miao J J. Tensile behavior of corroded steel bars at elevated temperatures[J]. Journal of Materials in Civil Engineering, 2021, 33(4): 040210128.

[2]Liu X G, Zhang W P*, Miao J J. Probability distribution model of stress impact factor for corrosion pits of high-strength prestressing wires [J]. Engineering Structures, 2021, 230: 111686.

[3]Zuo H R, Zhang W P*, Wang B T, Gu X L Seismic behaviour of masonry infilled hinged steel frames with openings: Experimental and numerical studies[J]. Bulletin of Earthquake Engineering, 2021, 19: 1311-1335.

[4]Qiu J L, Zhang H, Zhou J T, Zhang W P*. An SMFL-based non-destructive quantification method for the localized corrosion cross-sectional area of rebar[J]. Corrosion Science 2021, 192: 109793.

[5]Jia D F*, Zhang W P,Wang Y H, Liu Y P. A New Approach for Cylindrical Steel Structure Deformation Monitoring by Dense Point Clouds[J]. Remote Sensing. 2021, 13: 2263.

[6]Jia D F, Zhang W P, Liu Y P*. Systematic Approach for Tunnel Deformation Monitoring with Terrestrial Laser Scanning[J]. Remote Sensing. 2021,13: 3519.

[7]Gu X L, Chen Z Y, Yu Q Q*, Ghafoori E. Stress recovery behavior of an Fe-Mn-Si shape memory alloy[J]. Engineering Structures, 2021, 243: 112710.

[8]Jiang C, Yu Q Q*, Gu X L. A unified bond-slip model for the interface between FRP and steel[J]. Composites Part B, 2021, 227: 109380.

[9]Chen J, Zhang H P, Yu Q Q*. Monotonic and fatigue behavior of steel-concrete composite beams subjected to corrosion[J]. Structures, 2021, 34: 1973-1984.

[10]Yu Q Q, Liu S Q, Wang J J, Xu M L, Zhang W X, Cheng L M*, Zhu R*. Effects of a contusion load on spinal cord with different curvatures Computer Methods in Biomechanics and Biomedical Engineering, 2021, 24(12): 1302-1309.

[11]Guo H Y, Dong Y, Gardoni P, Gu X L. Time-Dependent Reliability Analysis Based on Point-Evolution Kernel Density Estimation: Comprehensive Approach with Continuous and Shock Deterioration and Maintenance [J]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2021, 7(3): 04021032.

[12]Qiu L, Lin F*, Wu K C, Gu X L. Progressive collapse resistance of RC T-beam cable subassemblages under a middle-column-removal scenario. Journal of Building Engineering, 2021, 42(10):102814

[13]Gu X L*, Zhang B, Wang Y,Wang X L. Experimental investigation and numerical simulation on progressive collapse resistance of RC frame structures considering beam flange effects [J]. Journal of Building Engineering, 2021(42): 102797.

[14]Jia J Y, Gu X L*. Effects of coarse aggregate surface morphology on aggregate-mortar interface strength and mechanical properties of concrete [J]. Construction and Building Materials, 2021 (294): 123515.

[15]Guo H Y, Dong Y, Emilio B A, Gu, X L. Probabilistic failure analysis, performance assessment, and sensitivity analysis of corroded reinforced concrete structures [J]. Engineering Failure Analysis, 2021(124): 105328

[16]Yang X J, Lin F*, Gu X L. Experimental study on a novel method to improve progressive collapse resistance of RC frames using locally debonded rebars [J]. Journal of Building Engineering, 2021, 41(9): 102428

[17]Zhang W P, Chen J P, Yu Q Q*, Gu X L. Corrosion evolution of steel bars in RC structures based on Markov chain modeling [J], Structural safety, 2021, 88: 102037.

[18]Chen Z Y, Li W T, Yu Q Q*. Characterization of damage and healing of cement matrices based on fly ash under repeated loading, Journal of Materials in Civil Engineering, 2021, 33(1): 04020408

[19]Gao P, Sun D Q , Zhao Y H, Hong L, Wang Z L，Chen T. Effect of the corner radius on the axial compressive performance of large steel-reinforced concrete columns confined by carbon fibre-reinforced polymer [J]. Engineering Structures, 2021(239): 112303.

[20]Vichet K, Chen T*, Li L Z. Numerical study of fatigue life of SMA/CFRP patches retrofitted to central-cracked steel plates[J]. Construction and Building Materials. 2021(284): 122845.

[21]Chen T, Fang Q, Zhang C H, Li W C, Xiao Z G. Numerical study on the compression-bending response of grouted connections in offshore structures [J]. Journal of Constructional Steel Research. 2021, 185: 106839.

[22]Qian H.Y., Guo J.C, Yang X.M., Lin F*. Seismic rehabilitation of gravity load-designed interior RC beam-column joints using ECC-infilled steel cylinder shell. Structures, 2021, 34(12): 1212-1228

[23]Song X.B., Wu Y.J., Jiang H.Y., Chen C. Lateral performance of glulam timber frames with CFRP confined timber-steel buckling-restrained bracings. Journal of Structural Engineering, 2021,148(3): 04021293

[24]Li Chen-zhi, Song Xiao-bin, Jiang Linhua. A time dependent chloride diffusion model for predicting initial corrosion time of reinforced concrete with slag addition. Cement and Concrete Research 145 (2021) 106455

2020年

[1]Guo H Y, Dong Y, Gu X L*. Two-step translation method for time-dependent reliability of structures subject to both continuous deterioration and sudden events [J]. Engineering Structures, 2020(225): 111291.

[2]Li L Z, Chen T*, Gu X L.,Ghafoori E. Heat-activated SMA-CFRP composites for fatigue strengthening of cracked steel plates [J]. Journal of Composites for Construction, ASCE, 2020, 24(6): 04020060.

[3]Chen J Y, Zhang W P*, Gu X L. Experimental and numerical investigation of chloride-induced reinforcement corrosion and mortar cover cracking[J]. Cement and Concrete Composites, 2020 (111): 103620.

[4]Chen T, Huang C*, Zhang C H, Wang X, Zhao Q, Yuan G K, Liu J C. Static behavior modeling of grouted connections under lateral loading for offshore wind turbine structures [J]. Thin-Walled Structures. 2020(149): 106517.

[5]Chen T*, Yao J X, Liu R Y,  Li L Z. Fatigue behavior of steel plates with multi-holes repaired by CFRP [J]. Composite Structures. 2020(242) 112163.

[6]Jiang C*, Fang J, Chen J Y, Gu X L*. Modeling the instantaneous phase composition of cement pastes under elevated temperatures [J]. Cement and Concrete Research, 2020(130): 105987.

[7]Zhang W P*, Zhang Y P, Li H, Gu X L. Experimental investigation of fatigue bond behavior between deformed steel bar and concrete [J]. Cement and Concrete Composites, 2020(108): 103515.

[8]Gu X L*, Hua J J, Cai M. Seismic responses of reinforced concrete intermediate short columns failed in different modes [J]. Engineering Structures, 2020(206): 110173.

[9]Gu X L*,  Dong Z, Yuan Q, Zhang W P. Corrosion of Stirrups under Different Relative Humidity Conditions in Concrete Exposed to Chloride Environment [J]. Journal of Materials in Civil Engineering, ASCE, 2020, 32(1): 4019329.

[10]Guo H Y, Dong Y, Gu X L. Durability assessment of reinforced concrete structures considering global warming: A performance-based engineering and experimental approach [J]. Construction and Building Materials, 2020(233): 117251.

[11]Qiu L, Lin F and Wu K C. Improving progressive collapse resistance of RC beam-column subassemblages using external steel cables. Journal of Performance of Constructed Facilities, 2020, 34(1): 04019079.

[12]Chen T, Zhang C H, Wang X*, Zhao Q, Yuan G K., Liu J C. Hysteretic behavior of grouted connections in offshore wind turbine support structures [J]. Journal of Steel Construction and Research. 2020, 164C (2020): 105783.

[13]Lin F, Zhao P. Behavior of Grouted Sleeve Splice for Steel Profile under Tensile Loadings. Materials, 2020, 13(9), 2037.

[14]Wu Y.J., Song X.B., Ventura C., Lam F. Rocking effect on response mechanism of a multi-story timber pagoda model. Engineering Structures, 2020, 209(110009)

[15]Wu Y.J., Song X.B., Ventura C. Lam F. Modelling hysteretic behaviour of lateral load-resisting elements in traditional Southeast Asian timber structures. Journal of Structural Engineering, ASCE, 2020, 146(5): 04020062

[16]Song X B, Cai Q, Li Y Q, Li C Z. Bond behavior between steel bars and carbon nanotube modified concrete. Construction and Building Materials, 2020, 255, 119339

[17]Chen T*, Cao C C, Zhang C H, Wang X, Chen K and Yuan G K. Numerical modeling and parametric analysis of grouted connections under axial loading [J]. Thin-Walled Structures. 2020, 154(2020): 106880

[18] Chen T*, Fang Q, Zhang C H, Chen K. and Yuan G K. Mechanical behavior of grouted connections under compression-bending loads [J]. Thin-Walled Structures. 2020, 157 (2020): 107110

[19]Zhu R, Chen Y H, Yu Q Q, Liu S Q, Wang J J, Zeng Z L, Cheng L M*. Effects of contusion load on cervical spinal cord: A finite element study. Mathematical Biosciences and Engineering, 2020, 17(3): 2272–2283.

[20]Li W T, Jiang Z W*, Yu Q Q. Multiple damaging and self-healing properties of cement paste incorporating microcapsules. Construction and Building Materials, 2020, 255: 119302.

[21]Ren C, Wang H W, Huang Y E, Yu Q Q*. Post-fire mechanical properties of corroded grade D36 marine steel. Construction and Building Materials, 2020, 263: 120120.

2019年

[1]Zhang W P, Chen J Y, Luo X J. Effects of impressed current density on corrosion induced cracking of concrete cover [J]. Construction and Building Materials, 2019 (204): 213-223.

[2]Zhang W P, Li C K, Gu X L, Zeng Y H. Variability in Cross-Sectional Areas and Tensile Properties of Corroded Prestressing Wires [J]. Construction and Building Materials, 2019 (228): 116830.

[3]Chen J Y, Zhang W P*, Gu X L. Modeling time-dependent circumferential non-uniform corrosion of steel bars in concrete considering corrosion-induced cracking effects[J]. Engineering Structures, 2019, 201:109766.

[4]Jiang Z L, Gu X L*, Huang Q H, Zhang W P. Statistical analysis of concrete carbonation depths considering different coarse aggregate shapes [J]. Construction and Building Materials, 2019 (229): 116856.

[5]Chen T, Wang X, Gu X L*, Zhao Q, Yuan G K, Liu J C.  Axial compression tests of grouted connections in jacket and monopile offshore wind turbine structures [J]. Engineering Structures, 2019(196): 109330.

[6]Hong L, Gu X L*, Lin F, Gao P, Sun L Z. Effects of Coarse Aggregate Form, Angularity, and Surface Texture on Concrete Mechanical Performance [J]. Journal of Materials in Civil Engineering, ASCE, 2019, 31(10): 04019226

[7]Hua J J, Eberhard M O, Lowes L N, Gu X L*. Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns [J]. Journal of Structural Engineering, ASCE, 2019, 145(10): 04019096

[8]Jiang Z L, Xi Y P, Gu X L*, Huang Q H, Zhang W P. Modelling of water vapour sorption hysteresis of cement-based materials based on pore size distribution [J], Cement and Concrete Research, 2019(115): 8-19.

[9]Wang M Q, Song X B*, Gu X L, Tang J Y. Bolted glulam beam-column connections under different combinations of shear and bending. Engineering Structures, 2019, 181:281-292

[10]Chen T, Huang C, Hu L, Song, X B*. Experimental study on mixed-mode fatigue behavior of center cracked steel plates repaired with CFRP materials. Thin-Walled Structures. 2019, 135: 486-493.

[11]Huang C., Chen T*, Feng S Y. Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens. Engineering Structures. 2019, 183 (2019): 398-407.

[12]Chen J, Zhang H P, Yu Q Q*. Static and fatigue behavior of steel-concrete composite beams with corroded studs[J]. Journal of Constructional Steel Research, 2019, 156: 18-27.

[13]Li W T, Ling C W, Jiang Z W*, Yu Q Q. Evaluation of the potential use of form-stable phase change materials to improve the freeze-thaw resistance of concrete[J]. Construction and Building Materials, 2019, 203: 621-632.

[14]Yu Q Q, Gu X L, Zhao X L, Zhang D M*, Huang H W, Jiang C. Characterization of model uncertainty of adhesively bonded CFRP-to-steel joints[J]. Composite Structures, 2019, 215: 150-165.

[15]Chen T, Huang C*. Fatigue tests on edge cracked four-point bend steel specimens repaired by CFRP [J]. Composite Structures. 2019, 219 (2019): 31-41.

[16]Li L Z, Chen T*, Zhang N X, Hidekuma Y. Test on fatigue repair of central inclined cracked steel plates using different adhesives and CFRP, prestressed and non-prestressed [J]. Composite Structures. 2019, 216 (2019): 350-359

[17]Li L Z, Chen T*, Zhang N X Numerical analysis of fatigue performance of CFRP–repaired steel plates with central inclined cracks [J]. Engineering Structures. 2019, 185 (2019): 194-202.

[18]Lin F* and Guo J C. Shear transfer of concrete strengthened using bolted steel plates. Construction and Building Materials, 2019, 212:109-120.

[19]Li Z X, Chen T*, Wang X. Behavior of flat grouted connections subjected to lateral pressure and vertical load [J]. Construction and Building Materials. 2019, 212 (2019): 329-341.

[20]Xie F, Chen J, Yu Q Q*, Dong X L. Behavior of cross arms inserted in concrete-filled circular GFRP tubular columns[J]. Materials, 2019, 12: 2280.

[21]Liu R Y, Chen T*, Li L Z, Tateishi K. A practical stress intensity factor formula for CFRP-repaired steel plates with a central crack [J]. Journal of Steel Construction and Research. 2019, 162C (2019): 105755.

[22]Wang Z Y*, Yuan F, Chen Y, Wang Q Y*, Chen T, Zhou X F, Liu Z F. Fatigue resistance of post-buckled slender trapezoidal corrugated webs in girders with stiff flanges [J]. Engineering Structures. 2019, 198 (2019): 109478.

[23]Ye Z W, Zhang W P*, Gu X L. Experimental Investigation on Shear Fatigue Behavior of Reinforced Concrete Beams with Corroded Stirrups[J]. ASCE Journal of Bridge Engineering, 2019, 24(2): 04018117.

2018年

[1]Jiang C, Huang Q H, Gu X L*, Zhang W P. Modeling the effects of fatigue damage on concrete carbonation [J]. Construction and Building Materials, 2018(191): 942-962.

[2]Gu X L*, Wang L, Zhang W P, Cui W. Cyclic behaviour of hinged steel frames enhanced by masonry columns and/or infill walls with/without CFRP [J]. Structure and Infrastructure Engineering, 2018, 14(11): 1470-1485.

[3]Chen J Y, Zhang W P*, Gu X L. Mesoscale model for cracking of concrete cover induced by reinforcement corrosion[J]. Computers and Concrete, 2018, 22(1): 53-62.

[4]Min H G, Zhang W P*, Gu X L. Effects of load damage on moisture transport and relative humidity response in concrete[J]. Construction & Building Materials, 2018, 169:59-68.

[5]Ye Z W, Zhang W P*, Gu X L. Modeling of Shear Behavior of Reinforced Concrete Beams with Corroded Stirrups Strengthened with FRP Sheets[J]. Journal of Composites for Construction, 2018,22(5): 04018035.

[6]Ye Z W, Zhang W P*, Gu X L. Deterioration of shear behavior of corroded reinforced concrete beams[J]. Engineering Structures, 2018, 168:708-720.

[7]Chen T*, Xia Z C, Wang X, Zhao Q, Yuan G K and Liu J C. Experimental study on grouted connections under lateral loading with constant axial load ratios. Engineering Structures.2018, 176 (2018): 801-811.

[8]Chen T, Li Z X, Wang X*, Zhao Q, Yuan G K and Liu J C. Experimental study on ultimate bending performance of grouted connections in offshore wind turbine support structures. Thin-Walled Structures. 2018, 132C (2018): 522-536.

[9]Zhang Q Z, Gu X L*, Jiang Z L, Zhang W P. Similarities in Accelerated Chloride Ion Transport Tests for Concrete in Tidal Zones [J]. ACI Materials Journal, 2018, 115(4): 499-507

[10]Yu Q Q*, Gao R X, Gu X L, Zhao X L, Chen T. Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading[J]. Engineering Structures, 2018, 175: 76-85.

[11]Chen, T. *, Wang, X., Zhao, Q., and Yuan, G. K. A numerical investigation on grouted connections for offshore wind turbines under combined loads [J]. Journal of Marine Engineering and Technology. DOI：10.1080/20464177.2018.1507443

[12]Jiang C, Gu X L*, Huang Q H, Zhang W P. Carbonation depth predictions in concrete bridges under changing climate conditions and increasing traffic loads [J]. Cement and Concrete Composites, 2018(93):140-154.

[13]Chen T, Li L Z, Zhang N X, Song X B*, Hidekuma Y. Fatigue performance test on inclined central cracked steel plates repaired with CFRP strand sheets [J]. Thin-Walled Structures. 2018, 130C (2018): 414-423.

[14]Lin F and Hua J Y. Shear Transfer of Concrete Strengthened with Externally Bonded CFRP Strips Inclined to Shear Plane. Construction and Building Materials, 179 (2018) 379–389.

[15]Chen T, Gu X L*, Qi M, Yu Q Q. Experimental study on fatigue behavior of cracked rectangular hollow section steel beams repaired with prestressed CFRP plates [J]. Journal of Composites for Construction, 2018, 22(5): 04018034

[16]Chen T*, Wang X, Qi M. Fatigue improvements of cracked rectangular hollow section steel beams strengthened with prestressed CFRP plates [J]. Thin-Walled Structures. 2018, 122C (2018): 371-377.

[17]Chen T, Wang X*, Yuan G K, Liu J C. Fatigue bending test on grouted connections for monopile offshore wind turbines [J]. Marine Structures. 2018, 60C(2018): 52-71.

[18]Crayssac E, Song X B*, Wu Y J, Li K. Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill. Engineering Structures, 2018, 161: 223-230

[19]Wang M Q, Song X B*, Gu X L. Three dimensional combined elastoplastic and damage model for nonlinear analysis of wood. Journal of Structural Engineering, 2018，144(8):04018103

[20]Song X B*, Li K, Crayssac E, Wu Y J. Lateral performance of self-tapping screws retrofitted traditional heavy timber frames with mortise-tenon joints, Journal of Structural Engineering, 2018, 144(10): 04018187

[21]Gu X L* , Guo H Y, Zhou B B, Zhang W P, Jiang C. Corrosion non-uniformity of steel bars and reliability of corroded RC beams [J]. Engineering Structures, 2018 (167): 188-202.

[22]Zhang W P, Zhang H F, Gu X L*, Liu W. Structural behavior of corroded reinforced concrete beams under sustained loading [J]. Construction and Building Materials, 2018 (174): 675-683.

[23]Wu Y J, Song X B*, Gu X L, Luo L. Dynamic performance of a multi-story traditional timber pagoda [J]. Engineering Structures, 2018(159): 277-285.

[24]Zhou B B, Gu X L*, Guo H Y, Zhang W P, Huang, Q H. Polarization behavior of activated reinforcing steel bars in concrete under chloride environments [J]. Construction and Building Materials, 2018(164): 877-887.

[25]Zhang D M, Gu X L, Yu Q Q*, Huang H W, Wan B L, and Jiang C. Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty. Composite Structures, 2018, 185, 786-806.

[26]Yu Q Q, Wu Y F*. Fatigue retrofitting of cracked steel beams with CFRP laminates. Composite Structures, 2018, 192, 232-244.

[27]Chen T, Hu L, Zhang N X, Yu Q Q*. Boundary element analysis of fatigue behavior for CFRP-strengthened steel plates with center inclined cracks. Thin-Walled Structures, 2018, 125, 164-171.

[28]Lin F, Qiu L and Pan Y F. Design and Construction of Suspended Cabins to Resist Progressive Failure - MCC Building in Shanghai. Structural Engineering International,2018(1): 81-84.

[29]Hu Y J, Jiang C*, Liu W, Yu Q Q, Zhou Y L. Degradation of the In-plane Shear Modulus of Structural BFRP Laminates Due to High Temperature[J]. Sensors, 2018, 18: 3361.

[30]Lin F and Jiang W M. Design-oriented acceleration response spectrum for ground vibrations caused by collapse of large–scale cooling towers in NPPs. Nuclear Engineering and Technology, 2018(50): 1402-1411.

2017年

[1]Zhang W P*, Ye Z W, Gu X L. Assessment of Fatigue Life for Corroded Reinforced Concrete Beams under Uniaxial Bending[J]. ASCE Journal of Structural Engineering, 2017, 143(7): 04017048.

[2]Zhang W P*, Ye Z W, Gu X L. Effects of Stirrup Corrosion on Shear Behavior of Reinforced Concrete Beam[J]. Journal of Structure and Infrastructure Engineering, 2017, 13(8): 1081-1092.

[3]Min H G, Zhang W P*, Gu X L, Cerny R. Coupled heat and moisture transport in damaged concrete under an atmospheric environment[J]. Construction & Building Materials, 2017, 143:607-620.

[4]Yu Q Q*, Wu Y F. Fatigue durability of cracked steel beams retrofitted with high strength materials. Construction and Building Materials, 2017, 155, 1188–1197.

[5]Yu Q Q, Wu Y F*. Fatigue behaviour of cracked steel beams retrofitted with CFRP laminates. Advances in Structural Engineering, 2017, DOI: 10.1177/1369433217729518

[6]Lin F and Zhong Q H. Mitigation of Ground Vibration due to Collapse of a Large-ScaleCooling Tower with Novel Application of Materials as Cushions. Shock and Vibration, 2017, Article ID 6809246.

[7]Huang, C., Chen, T.* and Wang, X. Compressive characteristics of damaged circular hollow section (CHS) steel columns repaired by CFRP and grout [J]. Thin walled Structures, 2017, 119(2017): 635-645.

[8]Yu Q Q, Gu X L*, Li Y, Lin F. Collapse Mechanism of Reinforced Concrete Super large Cooling Towers Subjected to Strong Winds [J]. Journal of Performance of Constructed Facilities, ASCE, 2017, 31(6): 04017101

[9]Lin F, Tang H. Nuclear containment structure subjected to commercial aircraft crash and subsequent vibrations and fire. Nuclear Engineering and Design. 2017, 322(10): 68–80.

[10]Jiang C, Huang Q H, Gu X L*, Zhang W P. Experimental investigation on carbonation in fatigue-damaged concrete [J]. Cement and Concrete Research, 2017, 99:38-52.

[11]Liu X G, Zhang W P, Gu X L, Zeng Y H. Degradation of Mechanical Behavior of Corroded Prestressing Wires Subjected to High-Cycle Fatigue Loading [J]. Journal of Bridge Engineering, ASCE, 2017, 22(5): 04017004.

[12]Jiang C, Gu X L. Analysis of compressive strength development and carbonation depth of high-volume fly ash cement pastes [J]. ACI Materials Journal, 2017, 114(1): 185-186.

[13]Song X B, Jiang Y M, Gu X L, Wu Y J. Load-carrying capacity of lengthwise cracked wood beams retrofitted by self-tapping screws [J]. Journal of Structural Engineering, ASCE, 2017, 143(6): 04017021.

[14]Jiang Z L, Xi Y P, Gu X L*, Huang Q H, Zhang W P. Mesoscopic Predictions of Cement Mortar Diffusivity by Analytical and Numerical Methods [J]. Journal of Materials in Civil Engineering, ASCE, 2017, 29(4): 04016256.

[15]Lin F, Zhang Y. An impulse-based model for impact between two concrete blocks [J]. International Journal of Impact Engineering, 2017, 107:96-
107

[16]Gu X L*, Yu Q Q, Li Y, Lin F. Collapse Process Analysis of Reinforced Concrete Super-Large Cooling Towers Induced by Failure of Columns [J]. Journal of Performance of Constructed Facilities, ASCE, 2017, 31(5):  04017037.

[17]Jiang C, Gu X L*, Huang Q H, Zhang W P. Deformation of concrete under high-cycle fatigue loads in uniaxial and eccentric compression [J]. Construction and Building Materials, 2017(141): 379-372.

[18]Song X B, Shang S S, Chen D D, Gu X L*. Multi-walled carbon nanotube reinforced mortar-aggregate interfacial properties [J]. Construction and Building Materials, 2017(133): 57-64.

[19]Song X B, Li Y Q, Chen C, Lin F, Shang S S. Modeling early age RC slab cracking considering time-dependent bond behaviour. Engineering Structures,2017, 138: 27-34

[20]Lin F, Sun W B. Experimental and Numerical Studies on Steel-Encased Overlapping Column Transfer Assemblies. Journal of Asian Architecture and Building Engineering, 2017,16(2):371-378.

[21]Lin F, Li H Z. Safety Analysis of Nuclear Containment Vessels Subjected to Strong Earthquakes and Subsequent Tsunamis.Nuclear Engineering and Technology, 2017, 49:1079-1089.

[22]Lin F and Wu X B. Effect of sleeve length on deformation properties of grouted splices. GRAĐEVINAR 2017,69(7):531-540

[23]Lin F, Hua J Y, and Dong Y. Shear Transfer Mechanism of Concrete Strengthened with External CFRP Strips. Journal of Composites for Construction, 2017, 21(2): 04016089

[24]Lin F, Yang X M, Li K Y, Gu X L and Li X. Failure of wall–slab joint in unreinforced masonry building[J]. Advances in Structural Engineering, 2017, 20(5): 759–771.

2016年

[1]Wang X, Chen T*, Zhao Q, Yuan G K and Liu J C. Fatigue Evaluation of Grouted Connections under Bending Moment in Offshore Wind Turbines Based on ABAQUS Scripting Interface [J]. International Journal of Steel Structures.2016, 16(4):1149-1159.

[2]Ba G Z, Miao J J*, Zhang W P, Liu C W. Influence of Cracking on Heat Propagation in Reinforced Concrete Structures [J]. Journal of Structural Engineering, ASCE, 2016, 124, 186-195.

[3]Lin F, Dong Y, Kuang X X, Lu L. High Strain Rate Behavior in Tension of Reinforcing Steels HPB235, HRB335, HRB400 and HRB500 [J]. Materials, 2016, 9(12), 1013.

[4]Zhang W P*, Ye Z W, Gu X L. Effects of stirrup corrosion on shear behaviour of reinforced concrete beams [J]. Structure and Infrastructure Engineering, 2016, DOI: 10.1080/15732479.2016.1243563.

[5]Gao P, Gu X L, Mosallamc A S. Flexural Behavior of Preloaded Reinforced Concrete Beams Strengthened by Prestressed CFRP Laminates [J]. Composite Structures, 2016 (157): 33-50.

[6]Zhang H F, Zhang W P, Gu X L*, Jin X Y, Jin N G. Chloride penetration in concrete under marine atmospheric environment - analysis of the influencing factors [J]. Structure and Infrastructure Engineering, 2016, 12(11): 1428-1438.

[7]Zhang W P, Chen H, Gu X L*. Tensile Behavior of Corroded Steel Bars under Different Strain Rates [J]. Magazine of Concrete Research, 2016, 68(3): 127-140.

[8]Jiang Z L, Huang Q H, Xi Y P, Gu X L*, Zhang W P. Experimental Study of Diffusivity of Interfacial Transition Zone between Cement Paste and Aggregate [J]. Journal of Materials in Civil Engineering, ASCE, 2016. 28(10): 04016109.

[9]Zhang W P, Min H G, Gu X L. Temperature response and moisture transport in damaged concrete under an atmospheric environment [J]. Construction and Building Materials, 2016(123): 290-299.

[10]Song X B, Ma Y R, Gu X L, Wang M Q. Carbon fiber reinforced polymer reinforcement for rotational behavior of bolted glulam beam-to-column connections. Journal of Composites for Construction, ASCE, 2016 , 04016096,1-8

[11]Yu Q Q, and Wu Y F. Fatigue Strengthening of Cracked Steel Beams with Different Configurations and Materials. Journal of Composites for Construction, 2016, 10.1061/(ASCE)CC.1943-5614.0000750, 04016093.

[12]Yu Q Q, Chen T, Gu X L*, Zhao X L. Boundary element analysis of edge cracked steel plates strengthened by CFRP laminates [J]. Thin-Walled Structures, 2016, 100: 147-157.

[13]Zhang W P, Du H L, Li Q, Li X, Gu X L. In-plane Seismic Performance of Chinese Traditional Rowlock Cavity Walls under Low-cycle Loading[J]. International Journal of Architechture Heritage, 2016, 10(2-3): 204-216.

[14]Zhang W P, Chen H, Gu X L*. Bond behaviour between corroded steel bars and concrete under different strain rates [J]. Magazine of Concrete Research, 2016, 68(7): 364-378.

[15]Lin F, Zhong Q H, Zhang Z. Flexural behaviour of RC beams reinforced with compressive steel bars and two-piece enclosed stirrups. Construction and Building Materials, 2016,126:55-65.

[16]Lin F, Lu H X, Dong Y. Component model for shear transfer in reinforced concrete[J]. Magazine of Concrete Research, 2016,68(15): 755–767

[17]Lin F, Wu X B. Mechanical performance and stress-strain relationships for grouted splices under tensile and cyclic loadings.International Journal of Concrete Structures and Materials, 2016, 10 (4):435–450,.

[18]Zhang W P, Liu X G, Gu X L. Fatigue behavior of corroded prestressed concrete beams[J]. Construction and Building Materials, 2016(106)：198-208

[19]Jiang C, Gu X L*. Discussion of 'Assessing concrete carbonation resistance through air permeability measurements' by R. Neves et al. [Construction and Building Materials 82(2015): 304-309] [J]. Construction and Building Materials, 2016(102): 913-915.

2015年

[1]Chen T, Qi M, Gu X L* and Yu Q Q. Flexural Strength of Carbon Fiber Reinforced Polymer Repaired Cracked Rectangular Hollow Section Steel Beams [J]. International Journal of Polymer Science, 2015 (2015) Article ID 204861, 9 pages, http://dx.doi.org/10.1155/2015/204861.

[2]Yu Q Q, Gu X L*, Li Y, Lin F. Collapse-resistant performance of super-large cooling towers subjected to seismic actions [J]. Engineering Structures, 2016(108): 77-89.

[3]Zhang W P, Tong F, Gu X L, Xi Y P. Study on Moisture Transport in Concrete in Atmospheric Environment[J]. Computers and Concrete,2015,16(5):775-793

[4]Lin F, Ji H K, Gu X L, Li Y, Wang M R, Lin T. NPP planning based on analysis of ground vibration caused by collapse of large-scale cooling towers. Nuclear Engineering and Design, 2015, 295(12):27–39

[5]Yu Q Q, Chen T, Gu X L, Zhang N X. Fatigue behaviour of CFRP strengthened out-of-plane gusset welded joints with double cracks [J]. Polymers, 2015, 7(9): 1617-1637.

[6]Zhang W P, Min H G, Gu X L, Xi Y P, Xing Y S. Mesoscale model for thermal conductivity of concrete [J]. Construction and Building Materials, 2015(98):8-16.

[7]Song X B, Wu Y J, Gu X L*, Chen C. Bond behaviour of reinforcing steel bars in early age concrete [J]. Construction and Building Materials, 2015(94): 209-217.

[8]Jiang Z L, Gu X L*, Huang Q H, Zhang W P. Reply to the discussion by Q. Zeng and S.L. Xu of the paper “Numerical simulation of moisture transport in concrete based on a pore size distribution model” [J]. Cement and Concrete Research, 2015(73): 67-69.

[9]Wang M Q, Song X B, Gu X L, Luo L. Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam. Journal of Structural Engineering, ASCE, 2015, 141(4): 04014121.

[10]Yu Q Q, Chen T, Gu X L*, Zhao X L, Xiao Z G. Boundary Element Analysis of Fatigue Crack Growth for CFRP Strengthened Steel Plates with Longitudinal Weld Attachment [J]. Journal of Composites for Construction, ASCE, 2015, 19(2): 04014044.

[11]Liu X L, Tong X H, Yin X J, Gu X L, Ye Z. Videogrammetric Technique for Three-dimensional Structural Progressive Collapse Measurement [J]. Measurement, 2015(63):87-99.

[12]Jiang C, Gu X L*, Zhang W P, Zou W. Modeling of Carbonation in Tensile Zone of Plain Concrete Beams Damaged by Cyclic Loading [J]. Construction and Building Materials, 2015(77): 479-488

[13]Huang Q H, Jiang Z L, Gu X L*, Zhang W P, Guo B H. Numerical Simulation of Moisture Transport in Concrete Based on a Pore Size Distribution Model [J]. Cement and Concrete Research, 2015(67):31-43

2014年

[1]Yu Q Q, Zhao X L, Xiao Z G, Chen T, and Gu X L. Analytical Evaluation of Stress Intensity Factor for CFRP Bonded Steel Plates [J]. Advances in Structural Engineering, 2014, 17(12): 1729-1746.

[2]Yu Q Q, Zhao X L, Al-mahaidi R, Xiao Z G, Chen T, Gu X L. Tests on Cracked Steel Plates with Diferent Damage Levels Strengthened by CFRP Laminates [J]. International Journal of Structural Stability and Dynamics, 2014, 14(6): 1450018.

[3]Lin F, Ji H K, Li Y N, Zuo Z X, Gu X L*, Li Y. Prediction of Ground Motion due to the Collapse of a Large-Scale Cooling Tower under Strong Earthquakes [J]. Soil Dynamics and Earthquake Engineering, 2014(65): 43-54.

[4]Hong L, Gu X L*, Lin F. Influence of Aggregate Surface Roughness on Mechanical Properties of Interface and Concrete [J]. Construction and Building Materials, 2014(65): 338-349.

[5]Yu Q Q, Zhao X L, Chen T, Gu X L, Xiao Z G. Crack propagation prediction of CFRP retrofitted steel plates with different degrees of damage using BEM [J]. Thin-Walled Structures, 2014(82): 145-158.

[6]Zhang W P, Zhou B B, Gu X L*, and Dai H C. Probability Distribution Model for Cross-Sectional Area of Corroded Reinforcing Steel Bars [J]. Journal of Materials in Civil Engineering, ASCE, 2014, 26(5): 822–832.

[7]Li Y, Lin F, Gu X L*, Lu X Q. Numerical Research of a Super-Large Cooling Tower Subjected to Accidental Loads [J]. Nuclear Engineering and Design, 2014(269): 184-192.

[8]Gu X L*, Wang X L, Yin X J, Lin F, Hou J. Collapse Simulation of Reinforced Concrete Moment Frames Considering Impact Actions Among Blocks [J]. Engineering Structures. 2014(65): 30-41.

[9]Chen T*, Zhao X L, Gu X L, Xiao Z G. Numerical Analysis on Fatigue Crack Growth Life of Non-Load-Carrying Cruciform Welded Joints Repaired with FRP Materials [J]. Composites Part B: Engineering,  2014(56): 171-177.

2013年

[1]Gu X L*, Jia J Y, Wang Z L, Hong L, Lin F. Determination of Mechanical Parameters for Elements in Meso-Mechanical Models of Concrete [J]. Frontiers of Structural and Civil Engineering, 2013, 7(4): 391-401

[2]Gu X L*, Hong L, Wang Z L, Lin F. A Modified Rigid-Body-Spring Concrete Model for Prediction of Initial Defects and Aggregates Distribution Effect on Behavior of Concrete [J]. Computational Materials Science, 2013(77): 355-365.

[3]Gu X L*, Hong L, Wang Z L, Lin F. Experimental Study and Application of Mechanical Properties for the Interface between Cobblestone Aggregate and Mortar in Concrete [J]. Construction and Building Materials，2013(46):156-166.

[4]Yu Q Q, Chen T, Gu X L*, Zhao X L, Xiao Z G. Fatigue Behaviour of CFRP Strengthened Steel Plates with Different Degrees of Damage [J]. Thin-Walled Structures, 2013(69): 10-17.

[5] Lin F, Li Y, Gu X L*, Zhao X Y, Tang D S. Prediction of ground vibration due to the collapse of a 235 m high cooling tower under accidental loads [J]. Nuclear Engineering and Design , 2013(258):89-101.

[6]Song X B, Gu X L*, Li Y P, Chen T, Zhang W P. Mechanical Behavior of FRP-Strengthened Concrete Columns Subjected to Concentric and Eccentric Compression Loading [J]. Journal of Composites for Construction, ASCE, 2013, 17(3), 336–346.

[7]Chen T, Xiao Z G, Zhao X L, Gu X L. A boundary element analysis of fatigue crack growth for welded connections under bending [J]. Engineering Fracture Mechanics, 2013(98): 44-51.

[8]Wang X G, Zhang W P, Gu X L*, Dai H C. Determination of residual cross-sectional areas of corroded bars in reinforced concrete structures using easy-to-measure variables [J]. Construction and Building Materials, 2013(38): 846-853.

[9]Chen T, Yu Q Q, Gu X L*, Nie G H. Stress Intensity Factors (KI) of Cracked Non-Load-Carrying Cruciform Welded Joints Repaired with CFRP Materials [J]. Composites Part B – Engineering, 2013(45): 1629-1635.

[10]Li X, Gu X L*, Song X B, Ouyang Y, Feng Z L. Contribution of U-shaped Strips to the Flexural Capacity of Low-Strength Reinforced Concrete Beams Strengthened with Carbon Fibre Composite Sheets [J]. Composites Part B – Engineering, 2013(45): 117-126.

2012年

[1]Nie G H, Chan C K, Zhao C, and Chen T. Analytic Formulation of Anti-Plane Elastic Field for an Elliptical Inhomogeneity with Polynomial Eigenstrains in Anisotropic Materials [J]. Mechanics of Advanced Materials and Structures, (Accepted on Feb. 14, 2012)

[2]Gu X L, Chen T *, Li H, Zhang W P, Wang H L. Behavior of Steel-Concrete Composite Cantilever Box Beams under Negative Moment[J]. International Journal of Steel Structures, 2012, 12(4): 509-521.

[3]Huang Q H, Jiang Z L, Zhang W P, Gu X L, Dou X J.  Numerical Analysis of the Effect of Coarse Aggregate Distribution on Concrete Carbonation [J]. Construction and Building Materials，2012(37): 27-35.

[4]Gu X L*, Peng B, Chen G L, Li X, Ouyang Y. Rapid Strengthening of Masonry Structures Cracked in Earthquakes Using Fiber Composite Materials [J]. Journal of Composites for Construction, ASCE,  2012, 16(5): 590-603.

[5]Zhang W P, Song X B, Gu X L*, Li S B. Tensile and fatigue behavior of corroded rebars[J]. Construction and Building Materials. 2012, 34:409-417

[6]Li X, Gu XL*, Ouyang Y, Song XB. Long-Term Behavior of Existing Low-Strength Reinforced Concrete Beams Strengthened with Carbon Fibre Composite Sheets [J]. Composites Part B – Engineering, 2012, 43(3): 1637-1644.

[7]Lin F, Song X B, Gu X L, Peng B, Yang L P. Cracking analysis of massive concrete walls with cracking reduction techniques [J]. Construction and Building Materials, 2012, 31:12-21.

[8]Lin F, Hong L, Gu X L*, Wang X L. Mechanical behaviour of cast in situ reinforced concrete slabs with control joints [J]. Construction and Building Materials, 2012, 28(1):395-404.

[9]Xiao Z G, Chen T and Zhao X L. Fatigue strength evaluation of transverse fillet welded joints subjected to bending loads [J]. International Journal of Fatigue, 2012, 38(1): 57-64.

[10]Chen T, Yu Q Q, Gu X L and Zhao X L. Study on fatigue behavior of strengthened non-load carrying cruciform welded joints using carbon fibre sheets [J]. International Journal of Structural Stability and Dynamics, 2012, 12(1): 179-194.

[11]Zhang W P, Song X B, Gu X L, Tang H Y. Compressive behavior of longitudinally cracked timber columns retrofitted using FRP sheets [J]. Journal of Structural Engineering, ASCE. 2012, 138(1): 90-98

2011年

[1]Wang X G, Zhang W P, Cui W, Wittmann FH. Bond strength of Corroded steel bars in reinforced concrete structural elements strengthened with CFRP sheets. Cement and Concrete Composites, 2011, 33:513-519

[2]Li S B, Zhang W P, Gu X L, Zhu C M. Fatigue of reinforcing steel bars subjected to natural corrosion [J]. Open Civil Engineering Journal, 2011, 5(1):  69-74.

[3]Chen T, Gu X L*, and Li H. Behavior of steel-concrete composite Cantilever beams with web openings under negative moment [J]. International Journal of Steel Structures, 2011, 11(1): 39-49.

[4]Gu X L, Song XB, Lin F, Li C, Jin XY (2010). Cracking behaviour of cast in situ reinforced concrete slabs with control joints.” Construction and Building Materials, 2011, 25:1398-1406.

2010年及以前

[1]Song X B. and Lam F. Stability capacity and lateral bracing requirements of wood beam-columns[J]. Journal of Structural Engineering, ASCE, 2010,136(2): 211-218.

[2]Song X B, Lam F, Huang H, and He MJ. Stability capacity of metal plate connected wood truss assemblies[J]. Journal of Structural Engineering, ASCE. 2010, 136(6):723-730.

[3]Tian Y, Jin X Y, Jin N G, Gu X L. Micro Expressions of Cement Hydration Kinetics [J]. Rare Metal Materials and Engineering, 2010,  39 (Suppl. 2): 216-219.

[4]Song X B, Gu X L*, Zhang W P, Zhao T S and Jin X Y. Structural analysis of high-rise reinforced concrete building structures during construction [J]. Structural Engineering and Mechanics, 2010, 36(4): 513-527

[5]Song X and Lam F. Laterally braced wood beam-columns subjected to biaxial eccentric loading [J]. Computers and Structures, 2009(87): 1058-1066.

[6]Tateishi K, Chen T and Hanji T. Extremely low cycle fatigue assessment method for un-stiffened cantilever steel columns [J]. Doboku Gakkai Ronbunshuu A, 2008, 64(2), 288-296.

[7]Wang Z L, Lin F, Gu X L*. Numerical Simulation of Failure Process of Concrete Under Compression Based on Mesoscopic Discrete Element Model [J]. Tsinghua Science and Technology, 2008, 13(s1): 19-25.

[8]Chen T and Tateishi K. Extremely low cycle fatigue assessment of thick walled steel pier using local strain approach [J]. Journal of Structural Engineering, JSCE, 2007(53A): 485-492.

[9]Tateishi K, Chen T and Hanji T. A new local strain based approach to low cycle fatigue assessment of welded joint[J]. JSSC Steel Construction Engineering, 2006, 13(52): 73-81.

[10]Gu X L*, Zhang W P, Ouyang Y, and Li U P. Sharing Capacity of Masonry Structural Walls Strengthened by CFRP Plates [J] . Science and Engineering of Composite Materials, 2005, 12(3) : 193-202.

[11]Gu X L, Chen Z Y, and Ansari F, Embedded Fiber Optic Crack Sensor for Reinforced Concrete Structures [J]. ACI Structural Journal, 2000, 97(3) : 20-24.

[12]Gu X L, Chen Z Y, Ansari F. Method and Theory for a Multi-Gauge Distributed Fiber Optic Sensor [J]. Journal of Intelligent Material Systems and Structures, 1999, 10(4) : 266-273.