主要论著

[1]张誉，蒋利学，张伟平，屈文俊. 混凝土结构耐久性概论[M].上海：上海科学技术出版社，2003.

[2]顾祥林，张伟平，黄庆华，姜超，徐宁. 混凝土结构环境作用，北京：科学出版社，2021.12

期刊论文（英文）

[1] 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. 

[2] 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.

[3] 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 192 (2021) 109793. 

[4]  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

[5]   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

[6]  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.  

[7]  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 

[8]  Liao K X, Zhang Y P*, Zhang W P,Wang Y. Modeling constitutive relationship of sulfate-attacked concrete. Construction and Building Materials, 2020(260):119902

[9] 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. 

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

[11]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

[12]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 

[13]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. 

[14]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 

[15]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 

[16]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.

[17]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. 

[18]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. 

[19]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

[20]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.

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

[22]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.

[23]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

[24]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. 

[25]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. 

[26]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. 

[27]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]. Journal of Architechture Heritage, 2016,10:204-216.

[28]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. 

[29]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]. Journal of Structure and Infrastructure Engineering, 2016，12（11）:1428-1438

[30]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. 

[31]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.

[32]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. 

[33]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. 

[34]Eskandari-Ghadi, M., Zhang W P., Xi, Y., and Sture, S. Modeling of Moisture Diffusivity of Concrete at Low Temperatures [J]. Journal of Engineering Mechanics, 2013, 139(7): 903–915. 

[35]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.

[36]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. 

[37] 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 .

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

期刊论文（中文）

[1]   贾东峰，张伟平,刘燕萍.基于海量点云的发电厂承重结构形变分析[J].测绘与空间地理信息,2020,43(6):17-22

[2]    贾东峰，张伟平，刘燕萍.多尺度空间下的隧道裂缝与渗水区域检测. 同济大学学报（自然科学版），2019，47(12): 1825-1830

[3]    叶志文,张伟平*,顾祥林.海洋大气环境下钢筋混凝土梁的时变性能[J].建筑结构学报, 2019, 40(1): 74-81.

[4]    刘西光,张伟平*,叶志文,顾祥林.疲劳损伤锈蚀预应力混凝土梁受力性能研究[J].建筑结构学报, 2019, 40(1): 89-96.

[5]    张伟平,王浩,顾祥林.骨料随机分布对混凝土导热性能影响的数值分析[J].建筑材料学报, 2017, 20(2):168-173.

[6]    张伟平,童菲,顾祥林,混凝土导热系数的试验研究与预测模型[J].建筑材料学报, 2015,18(2):1-7. 

[7]    王宝通,张伟平*,顾祥林,王璐.带填充墙历史建筑钢框架抗震性能有限元分析[J].建筑结构, 2015, 45(10):26-31

[8]    王宝通,张伟平*,顾祥林.砌体填充墙框架抗震性能数值模拟方法分析[J].武汉大学学报.2015，48(3):344-349

[9]    张伟平, 李崇凯,顾祥林,代红超.锈蚀钢筋的随机本构关系[J].建筑材料学报, 2014, 17(5)：920-926. 

[10]张伟平, 罗丹羽,陈辉,顾祥林.不同加载速率下钢筋与混凝土间粘结性能试验[J].中国公路学报, 2014, 27(12)：11-17. 

[11]张伟平, 张庆章,顾祥林,钟丽娟,黄庆华.环境条件和应力水平对混凝土中氯离子传输的影响[J].江苏大学学报(自然科学版), 2013, 34(1): 101-106. 

[12] 陈辉, 张伟平*,顾祥林.高应变率下锈蚀钢筋力学性能试验研究[J].建筑材料学报, 2013, 16(5): 869-875. 

[13] 徐宁, 张伟平*,顾祥林,黄庆华.混凝土结构空间多尺度环境作用研究[J].同济大学学报, 2012, 40(2): 159-166. 

[14] 张伟平，王晓刚，顾祥林. 碳纤维布加固锈蚀钢筋混凝土梁抗弯性能研究[J]. 土木工程学报，2010，43(6):34-41. 

[15] 张伟平，宋力，顾祥林. 碳纤维布加固锈蚀钢筋混凝土梁疲劳性能试验研究[J]. 土木工程学报，2010，43(7):43-50.

[16] 张伟平，顾祥林，金贤玉. 混凝土中钢筋锈蚀机理及锈蚀钢筋力学性能研究[J].建筑结构学报, 2010 ,31:327-332

[17] 张伟平,李士彬,顾祥林，朱慈勉.自然锈蚀钢筋的轴向拉伸疲劳试验[J].中国公路学报,2009, 22(2):53-58

[18] 张伟平,崔玮,顾祥林,王晓刚.碳纤维布约束对锈蚀钢筋与混凝土间粘结性能的影响[J].建筑结构学报, 2009,30(5):162-168

[19] 张伟平,管小军,任佳俊,顾祥林.环氧涂层对混凝土抗氯离子渗透性能的影响[J].建筑材料学报, 2008, 11(3): 339-344. 

[20] 张伟平,顾祥林,陈涛.大面积地面堆载作用下厂房结构安全性的评估[J].四川建筑科学研究, 2007, 33(3):74~78.

[21] 张伟平,商登峰,顾祥林.锈蚀钢筋应力-应变关系研究[J].同济大学学报(自然科学版), 2006, 34(5):586-592.

[22] 张伟平,张誉,一般大气环境条件下混凝土中钢筋开始锈蚀时间的预测[J]. 四川建筑科学研究, 2002, 28(1) : 27-29

[23] 张伟平,顾祥林,张誉.砖墙填充框架在地基不均匀沉降作用下附加内力的计算分析[J].四川建筑科学研究, 2002, 28(2):23-25.

[24] 张伟平,张誉,混凝土中钢筋锈胀过程的计算机仿真分析[J]. 同济大学学报, 2001, 29(11) : 1374-12377. 

[25] 张伟平,张誉,胀裂后锈蚀钢筋与混凝土粘结性能退化规律的试验研究[J]. 建筑结构, 2001, 32(1) : 31-33. 

[26] 张伟平,张誉,锈胀开裂后钢筋混凝土粘结滑移本构关系研究[J]. 土木工程学报, 2001, 34(5) : 40-44.