一、基本信息
姓名：孔正义
出生：1982年4月
学位：博士
职称：讲师（硕士生导师）
籍贯：安徽寿县
联系方式：
邮箱：zsh2007@ahut.edu.cn


二、学习工作经历
1. 2000.9–2004.7， 安徽建筑大学， 土木工程， 学士；
2. 2007.9–2010.6， 西安建筑科技大学， 防灾减灾工程及防护工程， 硕士；
3. 2014.3 –2017.8， Sejong University (韩国)，结构工程， 博士；
4. 2017.12- 2018.5，The University of Hong Kong, University of Macau访学交流；
5. 2010.7-至今，安徽工业大学，建筑工程学院，讲师


三、教学工作
材料力学（本科生、留学生）、弹性力学（留学生）、生产实习（本科生、留学生）、毕业设计（本科生、留学生）


三、研究领域
钢结构设计理论研究；钢结构耐久性研究；组合结构设计理论研究。


四、学术、社会兼职
中国建筑学会会员，美国土木工程师学会（ASCE）会员，担任“Construction and Building Materials”、“Advances in Concrete Construction”、“Engineering with Computers”、“Applied Composite Materials”、“Computers and Concrete”等国际学术期刊审稿人。


五、主要科研项目
主持安徽省自然科学基金面上项目、安徽省教育厅自然科学重点项目、安徽省留学回国人员创新启动项目、广西防灾减灾与工程安全重点实验室开放课题项目，参与了国家“十一五”国家科技支撑计划、国家自然科学基金、韩国国家研究基金、韩国科技部科技攻关等项目。


六、学术成果
主要期刊论文：
[1].Xianlei Cao, Rui Zhong, Yong Xu, Chao Cheng, Shitong Liu Zongping Chen, Seung-Eock Kim, Zhengyi Kong (通讯作者). Local–overall interactive buckling behaviour of 800 MPa high-strength steel welded H-section members under axial compression. Thin-Walled Structures, 2021; 155: 1-18. (accepted) (SCI, Q1).
[2].Seung-Eock Kim, George Papazafeiropoulos, Viet-Hung Truong, Phu-Cuong Nguyen, Zhengyi Kong, Nguyen-Th?e Duong, Van-Trung Pham, Quang-Viet Vu. Finite element simulation of normal – Strength CFDST members with shear connectors under bending loading. Engineering Structures, 2021, 238: 112011. (SCI, Q1).
[3].Feng Yu, Wanyun Ying, Anchun Cheng, Quang-Viet Vu, Shilong Wang, Zhengyi Kong (通讯作者). Seismic Behavior of PVC-CFRP Confined Reinforced Concrete Columns: An Experimental Study. Structures , 2021, 33: 313-328. (SCI, Q1).
[4].Seung-Eock Kim, George Papazafeiropoulos, Carlos Graciano, Viet-Hung Truong, Quang Thang Do, Zhengyi Kong, Quang-Viet Vu. Optimal design of longitudinal stiffeners of unsymmetric plate girders subjected to pure bending. Ocean Engineering, 2021, 221:108374. (SCI, Q1).
[5].Seung-Eock Kim, Quang-Viet Vu, George Papazafeiropoulos, Zhengyi Kong, Viet-Hung Truong. Comparison of machine learning algorithms for regression and classification of ultimate load-carrying capacity of steel frames. Steel and Composite Structures, 2020, 37:193-209. (SCI, Q1).
[6].Seung-Eock Kim, Ji-Hun Choi, Thai-Hoan Pham, Viet-Hung Truong, Zhengyi Kong, Nguyen-Thê Duong and Quang-Viet Vu. Behavior of composite CFST beam-concrete column joints. Steel and Composite Structures, 2020, 37:75-90. (SCI, Q1).
[7].Zhengyi Kong, Shaozheng Hong, Quang-Viet Vu, Xianlei Cao, Seung-Eock Kim, Bo Yu. New equations for predicting initial stiffness and ultimate moment of flush end-plate connections. Journal of Constructional Steel Research , 2020, 175: 1- 12. (SCI, Q1).
[8].Feng Yu, Taiyao Chen, Kang Niu, Shilong Wang, Zhengyi Kong, Yuan Fang. Study on Bond-Slip Behaviors of Self-Stressing Steel Slag Concrete-Filled Steel Tube. KSCE Journal of Civil Engineering 2020, 24: 3309-3319 (SCI, Q2).
[9].Xianlei Cao,Chao Cheng, Min Wang, Wen Zhong, Zhengyi Kong (通讯作者), Zongping Chen. Experimental study on the flexural behavior of flat steel-concrete composite beam. Canadian Journal of Civil Engineering (accepted) (SCI, Q3).
[10].Feng Yu, Zhengyi Kong (通讯作者), Deguang Li, Quang-Viet Vu. Experimental study on the stress-strain relation of PVC-CFRP confined reinforced concrete column subjected to eccentric compression. Advances in Concrete Construction, 2020; 10: 151-159 (SCI, Q2).
[11].Xianlei Cao, Geng Zhao, Zhengyi Kong (通讯作者), Hao Shen, Chao Cheng, Zongping Chen, Seung-Eock Kim. Experimental study on local buckling of 800 MPa HSS welded I-section columns under axial compression. Thin-Walled Structures, 2020; 155: 1-18. (SCI, Q1).
[12].Feng Yu, Zilong Li, Yuan Fang, Defeng Zhu, Zhengyi Kong. Mechanical behaviour of PVC-CFRP confined concrete column with RC beam joint subjected to axial load. Gradevinar, 2020; 72: 151-164. (SCI, Q4).
[13].Feng Yu, Shilong Wang, Yuan Fang, Defeng Zhu, Zhengyi Kong. Experimental Study on Bearing Capacity of Polyvinyl Chloride Carbon Fiber-Reinforced Polymer Confined Reinforced Concrete Column with Ring Beam Joint under Axial Load. ACI Structural Journal, 2020; 117:203-216 (SCI, Q2).
[14].Xianlei Cao, Lixiang Gu, Zhengyi Kong (通讯作者). Local buckling of 800 MPa high strength steel welded T-section columns under axial compression. Engineering Structures. 2019; 194: 196-206. (SCI, Q1).
[15].Feng Yu, Nannan Zhang, Ditao Niu, Zhengyi Kong (通讯作者). Strain analysis of PVC-CFRP confined concrete column with ring beam joint under axial compression. Composite Structures, 2019; 224: 668-676. (SCI, Q1).
[16].Feng Yu, Guoshi Xu, Ditao Niu, Anchun Chen, Ping Wu, Zhengyi Kong (通讯作者). A model for ultimate bearing capacity of PVC-CFRP confined concrete column with reinforced concrete beam joint under axial compression. Construction and Building Materials, 2019; 214: 668-676. (SCI, Q1)
[17].Feng Yu, Long Chen, Yuan Fang, Junjie Jiang, Shilong Wang, Zhengyi Kong. Studyonload-deflection relationship of recycled self-compacting concrete filled steel tubular columns subjected to eccentric compression. Advanced Steel Construction, 2019; 15: 252-258. (SCI, Q3)
[18].Zhengyi Kong, Seung-Eock Kim. Numerical estimation for initial stiffness and ultimate moment of T-stub connections. Journal of Constructional Steel Research, 2018; 141:118-131. (SCI, Q1)
[19].Leixian Cao, Yong Xu, Min Wang, Geng Zhao, Lixiang Gu. Zhengyi Kong (通讯作者) Experimental study on the residual stresses of 800?MPa high strength steel welded box sections. Journal of Constructional Steel Research, 2018; 148:720-727. (SCI, Q1)
[20].Feng Yu, Guoshi Xu, Ditao Niu, Anchun Chen, Ping Wu, Zhengyi Kong (通讯作者). Experimental study on PVC-CFRP confined concrete columns under low cyclic loading. Construction and Building Materials, 2018; 177: 287-302. (SCI, Q1)
[21].Zhengyi Kong, Seung-Eock Kim. Moment-rotation behavior of top-and seat-angle connections with double web angles. Journal of Constructional Steel Research, 2017; 128:428-439. (SCI, Q1)
[22].Zhengyi Kong, Seung-Eock Kim. Moment-rotation model of single-web angle connections. International Journal of Mechanical Sciences, 2017; 126:24-34 . (SCI, Q1)
[23].Zhengyi Kong, Seung-Eock Kim. Numerical Estimation for Initial Stiffness and Ultimate Moment of Top-Seat Angle Connections without Web Angle. ASCE Journal of Structural Engineering, 2017;143:1-15. (SCI, Q1)
[24].Leixian cao, Yong Xu, Zhengyi Kong (通讯作者). Residual stress of 800 MPa high strength steel welded T section: Experimental study. Journal of Constructional Steel Research, 2017; 131:30-37. (SCI, Q1)
[25].Zhengyi Kong, Seung-Eock Kim. Numerical estimation of the initial stiffness and ultimate moment capacity of single-web angle connections. Journal of Constructional Steel Research, 2016; 121:282-290. (SCI, Q1)
[26].Kong Zhengyi, Xu Shanhua, Chen Yusheng. The Calculation of the thickness for uniform corrosion and localized corrosion in steel corrosion. Advanced Materials Research, 2011; 255-260: 514-518. (EI)
[27].Kong Zhengyi, Xu Shanhua. The fractal character of corrosion steel surface. Advanced Materials Research, 2010; 163-167: 3150-3155. (EI)
[28].张霰，孔正义 (通讯作者) ，吴涛，柳超，曹现雷，王彦。基于Lamb波的铝板无损检测方法试验研究，新型建筑材料, 2017; 9:146-149.
[29].孔正义，徐善华，陈 露，李立云。分形理论在钢结构腐蚀表面表征中的应用，钢结构，2010, 25: 81~83.
[30].孔正义，徐善华，刘德峰.。钢结构焊缝连接腐蚀后性能研究，华北水利水电学院学报，2010, 31: 46~49.


七、国际会议学术邀请报告：
1. The fractal character of corrosion steel surface. The First International Conference on Structures and Building Materials, Guangzhou, China, January 2011.
2. New Moment Rotation Model of Single Web Angle Connections. The 17th International Conference on Civil, Structural and Construction Engineering, Singapore, July 2015.
3. Numerical simulation of high strength steel hot-finished elliptical hollow section subjected to uniaxial eccentric compression. The 11th International Symposium on Steel Structures, Jeju, South Korea, November 2021.


八、专利
国家发明专利，一种监测钢筋锈蚀状态的传感器及其制作工艺和钢筋锈蚀监测方法（ZL 20**）