个人照片

张大长，男，1971年10月生，浙江绍兴人，博士，教授，博士研究生导师。中国钢结构协会塔桅钢结构分会理事，中国电力科学研究院输电杆塔实验室学术委员，江苏省焊接协会理事，江苏省力学学会委员，江苏省土木建筑学会预应力专业委员会委员，南京工业大学塔桅结构实验室、塔桅结构工程研究中心主任。

在Thin-walled Structures, Engineering Structures, Tribology International, Construction and Building Materials, Engineering Failure Analysis, Journal of Constructional Steel Research, Structures, 建筑结构学报、土木工程学报、岩石力学与工程学报、复合材料学报、计算力学学报、工程力学、振动与冲击等国内外权威期刊发表论文200余篇，其中SCI检索30余篇，EI检索20余篇，授权发明专利10余件。现主要从事钢结构与组合结构（塔桅钢结构、紧固件及其防松）、输电线路全寿命设计理论、装配式工程结构等相关土木工程领域的研究及教学工作。

Ø 受教育经历

1991/09–1995/06，南京工业大学，测绘工程，工学学士；

1995/09–1998/03，东南大学，结构工程，工学硕士；

1997/09–1998/10，东南大学，结构工程，博士研究生；

1998/11–2000/03，日本千叶大学，结构工程，研究生；

2000/04–2003/08，日本千叶大学，结构专业，工学博士。

Ø 研究工作经历

2003/09–2004/04，日本科学技术振兴研究员，日本茨城大学；

2004/04–2004/06，南京工业大学，建筑工程系，讲师；

2004/07–2010/05，南京工业大学，建筑工程系/交通工程系，副教授；

2010/07–至今，南京工业大学，建筑工程系，教授。

Ø 代表性科研项目

Ø 代表性论文论著

[40] Fan Chongkai, Zhang Dachang*, Xie Dabo, An Yi, Huang Fenghua. Dynamic behavior and safety assessment of vertical fall-arrest system with flexible tracks for transmission tower under falling impact load[J]. Engineering Failure Analysis, 2025, 176: 109608.

[39] Zhou Wanzhi, Xie Yixin, Wang Yiren, Zhang Dachang*, Huang Fenghua, Xu Congbai. Bending behavior of rigid flange joints filled with concrete[J]. Construction and Building Materials, 2025, 476: 141206.

[38] Zhou Wanzhi, Fan Chongkai, Jiang Wenwen, Zhang Dachang*. Tightening performance of dual-nut connecting bolts with different height ratios and torque ratios[J]. Tribology International, 2025, 209, 110773.

[37] Xu Yang, Zhou Wanzhi, Gao Fan, Wang Wenli, Huang Fenghua, Zhang Dachang*. Loosening behavior of double nut fasteners under transverse vibration[J]. Structures, 2025, 74: 108623.

[36] Fan Chongkai, Zhou Wanzhi, Wu Tong, Zhang Dachang*, Huang Fenghua. Bending performance and failure mode of circular hollow section TT-joint connected to ring plates[J]. Thin-Walled Structures, 2025, 212: 113133.

[35] Zhou Wanzhi, Wang Keying, Ning Ze, Zhang Dachang*. Bending performance of an innovative CHS T-joint connecting with ring plates in narrow-based towers[J]. Engineering Structures, 2025, 333, 120133

[34] Fan Chongkai, Wu Qihuan, Yu Haojie, Han Liting, Huang Fenghua, Zhang Dachang*. Failure behavior and bearing capacity of steel dual-angle under biaxial eccentric load[J]. Journal of Constructional Steel Research, 2025, 227: 109401.

[33] Li Qiyu, Huang Fenghua, An Yi, Zang Xiangsheng, Zhang Dachang*. Fatigue performance of Q420C high-strength steel at room and low temperatures[J]. Proceedings of the Institution of Civil Engineers-Transport, 2024: 1-12.

[32] Fan Chongkai, Zhou Wanzhi, Huang Fenghua, Han Liting, Zhang Dachang*, Hou Kairu. Fire resistance behavior and failure analysis of transmission tower exposed to wildfires[J]. Engineering Failure Analysis, 2024, 163: 108573.

[31] Wu Tong, Liu Le, Han Liting, Huang Fenghua, Zhang Dachang*. Anchorage force transfer mechanism and bearing capacity theoretical of pawl bolt anchored in plain concrete[J]. Construction and Building Materials, 2024, 438: 137145.

[30] Zhou Wanzhi, Fan Chongkai, Huang Fenghua, Zhang Dachang*, An Yi. Compressive bearing capacity of steel dual-angle with cruciform welding filler plates based on failure modes[J]. Structures, 2024, 65: 106741.

[29] Huang Fenghua, Liu Yongsheng, Tao Xin, Wang Hao, Wang Jiawei, Zhang Dachang*. Cracking behavior of zinc coating on pre-cracked hot-dip galvanized steel plate under static tension[J]. Structures, 2024, 61: 106019.

[28] Fan Chongkai, Zhou Wanzhi, Huang Fenghua, Hou Kairu, Zhang Dachang*. Performance and evaluation theory of axial compression capacity for steel angle and tube members in wildfire[J]. Structures, 2024, 59: 105741.

[27] Wu Tong, Huang Fenghua, Zhang Dachang*, An Yi. Anchorage failure mechanism and uplift bearing capacity of L-& J-anchor bolts in plain concrete[J]. Engineering Failure Analysis, 2024, 159: 107991.

[26] Zhou Wanzhi, Liu Yongsheng, Tao Xin, Fan Chongkai, Huang Fenghua, Zhang Dachang*. Failure behavior of steel dual-angle with cruciform welding filler plates under compression[J]. Journal of Constructional Steel Research, 2024, 213: 108404.

[25] Li Qiyu, Xu Congbai, Luo Zhicheng, Huang Fenghua, Zang Xiangsheng, Zhang Dachang*. Fatigue performance of Q420C steel fillet-welded joints at low temperatures[J]. Structures, 2023, 51: 1341-1353.

[24] Li Qiyu, Zhang Dachang *, Xu Hao, Li Yibi, Chen Weiqun, Zhang Kaixuan. Load-transferring Mechanism and Evaluation theory of Bolt with Single and Double nut Fasteners[J]. Structural Engineering and Mechanics, 2023, 86(2): 261-276.

[23] Luo Zhicheng, Li Qiyu, Xu Congbai, Hu Hao, Zhang Dachang*, Han Xingning. Experimental and theoretical investigations on axial bearing capacity of steel angle members with local corrosion on their limb peaks[J]. Construction and Building Materials, 2023, 363: 1-19.

[22] Li Qiyu, Xu Congbai, Luo Zhicheng, Huang Fenghua, An Yi; Zhang Dachang*, Liu, Peng. Experiment and design methodology of an IODR flange connection under bending load[J]. Journal of Constructional Steel Research, 2023, 201: 1-19.

[21] Hou Kairu, Zhang Dachang*, Xu Jiayi, Wang Jiawei, Xu Jigang. Axial tensile test and design method of special-shaped rigid flange[J]. Journal of Constructional Steel Research, 2022, 197: 1-23.

[20] Peng Peng, Zhang Dachang*, Cui Mingcheng, Gao Chenzhong. Experimental and theoretical analysis for steel CHS K-shaped joints stiffened with joint plates[J]. Structural Design of Tall and Special Buildings, 2022, 31(2): 1-27.

[19] Gao Chenzhong, Zhang Dachang*, Cui Mingcheng, Peng Peng. Bearing capacity test and calculation theory on CHS X-joints stiffened with joint-plates[J]. KSCE Journal of Civil Engineering, 2022, 26(2): 848-864.

[18] 彭鹏, 张大长*, 孙海浪, 等. 锻造高颈法兰偏心受压承载力特性试验及模拟分析[J]. 土木工程与管理学报, 2022, 39(01): 115-122+130.

[17] 臧祥生, 张大长*, 陈前, 等. 四组合焊接锚板型地脚螺栓抗拔承载力试验研究[J]. 建筑钢结构进展, 2021, 23(4): 53-60.

[16] Zhang Dachang*, Wang Gui, Huang Fenghua, Zhang Kaixuan. Load-transferring mechanism and calculation theory along engaged threads of high-strength bolts under axial tension[J]. Journal of Constructional Steel Research, 2020, 172: 1-13.

[15] 张凯旋, 张大长^*, 彭鹏, 等. 锚板型地脚螺栓抗拔承载力试验及计算理论[J]. 土木工程与管理学报, 2020, 37(1): 173-180.

[14] 顾伟华, 张大长*, 曹世山. 输电铁塔单角钢轴压承载力计算公式及试验研究[J]. 建筑钢结构进展, 2020, 22(01): 78-84.

[13] 范文峰, 崔家城, 张大长*. 钢管柔性法兰轴拉承载力特性研究[J]. 建筑结构, 2020, 50(22): 130-136.

[12] 吴玲, 张大长^*. 水平荷载下拉索非线性刚度及拉线塔侧向变形特性[J]. 土木工程与管理学报, 2020, 37(4): 107-114.

[11] Zhang Dachang*, Chen Qian, Han Liting, Chen Yanbin, Huang Fenghua. Experimental study on releasing the unbalanced tension using sliding suspension string with V-shaped groove for transmission line under ice accretion[J]. IET Generation, Transmission & Distribution, 2019, 4: 1-10.

[10] 崔鸣诚, 张大长^*, 刘鹏. 考虑支管平面外偏心受力K形加劲相贯节点承载力试验及计算理论[J].土木工程与管理学报, 2019, 36(5): 192-199.

[9] 陈焱彬, 张大长^*, 王龙飞. 反复荷载下钢管单插板T型节点承载力特性试验及模拟[J]. 土木工程与管理学报, 2019, 36(1): 163-168.

[8] 王贵, 张大长^*, 王龙飞. 反复荷载下圆钢管45°单插板节点承载力特性试验及理论分析[J]. 土木工程与管理学报, 2019, 36(1): 169-174.

[7] 孙成, 张大长^*. 新疆东部地区750 kV输电塔疲劳寿命分析[J]. 土木工程与管理学报, 2019, 36(1): 150-150.

[6] Li Ziran, Zhang Dachang*, Wu Haiyang, Huang Fenghua, Hong Wan, Zang Xiangsheng. Fatigue properties of welded Q420 high strength steel at room and low temperatures[J]. Construction and Building Materials, 2018, 189: 955-966.

[5] Zhang Dachang*, Li Ziran, Wu Haiyang, Huang Fenghua. Experimental study on fatigue behavior of Q420 high-strength steel at low temperatures[J]. Journal of Constructional Steel Research, 2018, 145: 116-127.

[4] Li Buhui, Zhang Dachang^⁎, Pingzhou Cao. Experimental Research on Dynamic Tensile Behavior od Full-scale Weld-necked Flange Joints Used in Transmission Steel Tubular Towers[J]. Journal of Vibroengineering, 2018, 20(3): 1274-1287.

[3] 韩丽婷, 王贵, 张大长*, 等. 输电铁塔桩-板复合基础上拔承载力特性试验及理论分析[J]. 建筑结构学报, 2018, 39(S1): 337-343.

[2] Huang Fenghua, Zhang Dachang*, Hong Wan, Li Buhui. Mechanism and calculation theory of prying force for flexible flange connection [J]. Journal of Constructional Steel Research, 2017, 132: 97-107.

[1] Li Buhui, Cao Pingzhou, Zhang Dachang^⁎. Experimental Research on Behavior of Q420 Dual-angle Steel with Cruciform Section under Dynamic Compression[J]. Journal of Vibroengineering, 2017, 19(3): 2031-2042.

Ø 科研与教学奖励

[1] 张大长（南京工业大学-1），大跨越工程设计技术研究，国网浙江省电力有限公司科技进步奖三等奖，2019.12.

[2] 张大长（南京工业大学-1），输电钢管塔设计及应用技术，2013年江苏省科学技术奖三等奖，2014.01.

[3] 张大长（南京工业大学-1），高强度组合角钢受力稳定性研究，2013年浙江省电力科学技术奖三等奖，2014.01.

[4] 张大长（南京工业大学-1），大跨越输电工程设计深化研究，2008年江苏省电力公司科技进步奖三等奖，2009.01.

[5] 张大长（4/10），课程教学与实践创新良性互动的人才培养新模式，江苏省高等教育成果二等奖，2011.09.

[6] 张大长（5/5），土木工程专业实践改革与创新，江苏省高等教育成果一等奖，2007.12.

Ø 获授权国家发明专利

[1] 一种钢丝绳连接组合式临时路面结构[P]. ZL202010707139.5, 2024年09月27日.

[2] 一种扣环节点组合式临时路面结构[P]. ZL202010705942.5, 2024年07月23日.

[3] 一种单节交叉斜材平卧式试验装置[P]. ZL201811021175.5, 2023年12月05日.

[4] 一种输电线路单档导线张力变化模拟计算方法及模拟试验装置[P]. ZL201710579557.9, 2021年03月05日.

[5] 一种钢管嵌套用的自适应柔性滑动支座[P]. ZL201710223842.7, 2020年04月28日.

[6] 一种输电线路导线覆冰不平衡张力试验方法及系统[P]. ZL201710563694.3, 2019年08月06日.

[7] 用于输电线路基础试验的试验装置及其设置方法[P]. ZL201410740963.5, 2016年04月27日.

[8] 三柱钢管塔[P]. ZL201310154443.1, 2016年03月09日.

Ø 主要研究方向

结构工程及防灾减灾工程（钢结构与组合结构<塔桅钢结构、紧固件及其防松设计>、输电线路设计理论、装配式结构等）。

Ø 招生专业

硕士研究生：结构工程、防灾减灾工程，土木水利（专业学位）；

博士研究生：结构工程、防灾减灾工程。

Ø 联系方式

Email: dczhangchina@163.com; dczhang@njtech.edu.cn