网站首页  学院概况  师资队伍  本科生教育  研究生教育  专业认证  科学研究  学生工作  党建思政  教工之家  校友之窗  English 

孔正义-博士

作者: 时间:2022-07-02 点击数:


一、基本信息

姓名:孔正义

出生:1982年4月

学位:博士

职称:讲师(硕导)

籍贯:安徽寿县

联系方式:18555807861

邮箱:zsh2007@ahut.edu.cn


二、学习工作经历

1. 2010.7-至今,安徽工业大学,建筑工程学院,讲师,硕士生导师;

2. 2017.12- 2018.5,The University of Hong Kong, University of Macau访学交流; 导师:Ben Young教授和Stephen Quach教授

3. 2014.3 –2017.8, Sejong University (韩国),结构工程, 博士;导师:Kim Seung-Eock教授

4. 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;导师:徐善华教授

5. 2000.9–2004.7, 安徽建筑大学, 土木工程, 学士


三、教学和科研工作

讲授课程: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)。


四、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。


五、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”、“Structures”、“Advances in Concrete Construction”、“Engineering with Computers”、“Applied Composite Materials”、“Computers and Concrete”等国际著名学术期刊审稿人。


六、主持科研项目  

1. 基于3D打印技术的π型不锈钢梁柱连接节点承载性能和设计方法研究,安徽省高校优秀青年人才支持计划项目,在研。

2. 在役锈蚀钢结构梁柱端板连接节点的承载能力研究,安徽省自然科学基金面上项目,在研。

3. 安徽省线上线下混合式和社会实践课程项目,安徽省高等学校省级质量工程项目,在研。

4. 在役锈蚀双腹板顶底角钢连接节点的承载能力研究,安徽省高校自然科学研究重点项目,完成。

5. 海洋大气环境下钢结构梁柱端板连接节点承载能力研究,广西防灾减灾与工程安全重点实验室开放课题项目,完成。

6. 圆形不锈钢钢管钢渣混凝土柱的承载性能与设计方法研究,安徽省留学回国人员创新项目,完成。


七、学术成果

主要期刊论文:

[1]. Xianlei Cao, Shiqi Shen, Min Wu, Zhengqiang Tao, Shitong Liu, Qinglin Tao, Jiong Kong, Haitang Zhang, Jilong Li, Yujie Zhang, Xiaolin Cao, Zhengyi Kong通讯作者Residual stresses of 550 MPa high strength steel welded cruciform sections: experimental and numerical study. Structures, 2022, (accepted) (SCI, Q1).

[2]. Xianlei Cao, Yunxu Chen, Chao Cheng, Jun Fan, Shiqi Shen, Zhengqiang Tao, Rui Zhong, Xuejun Zhou, Seung-Eock Kim, Zhengyi Kong (通讯作者). Interaction analysis of buckling behavior of 800 MPa high strength steel welded T-section column. Thin-Walled Structures, 2022, 179: 109540 (SCI, Q1).

[3]. Qinglin Tao, Ben Niu, Yongying Guan, Jiong Kong, Chenxiao Zhang, Zhengyi Kong (通讯作者). Experimental and theoretical study on flexural behavior of high strength concrete encased steel beams with steel fibers. Structures, 2022, 41; 1359- 1368 (SCI, Q1).

[4]. Xianlei Cao, Shitong Liu, Chao Cheng, Rui Zhong, Zhengqiang Tao, Xuejun Zhou , Zhengyi Kong (通讯作者). Numerical simulation for local buckling behaviour of HSS welded I-section columns under axial compression. Thin-Walled Structures, 2022, 174: 109060 (SCI, Q1).

[5]. Zhengyi Kong, Ya Jin, Golder Md Sabbir Hossen, Shaozheng Hong, Yan Wang, Quang-Viet Vu, Viet-Hung Truong, Qinglin Tao, Seung-Eock Kim. Experimental and theoretical study on mechanical properties of mild steel after corrosion. Ocean Engineering, 2022, 246: 110652 (SCI, Q1).

[6]. Bing Li, Chao Cheng, Zhimin Song, Xianlei Cao, Zhengyi Kong (通讯作者). Local buckling behavior of high strength steel welded box-section columns under axial compression. Thin-Walled Structures, 2022, 171; 108677 (SCI, Q1).

[7]. Zhengyi Kong, Fan Yang, Ya Jin, Shaozheng Hong, Xueqing Wang, Quang-Viet Vu, Viet-Hung Truong, Bo Yu, Seung-Eock Kim. Experimental study on bearing capacity of corroded high-strength bolt connections under shear force. Construction and Building Materials, 2021, 309: 125117. (SCI, Q1).

[8]. Viet-Hung Truong, George Papazafeiropoulos, Quang-Viet Vu, Van-Trung Pham, Zhengyi Kong. Predicting the patch load resistance of stiffened plate girders using machine learning algorithms. Ocean Engineering, 2021, 240: 109886. (SCI, Q1).

[9]. Mahdi Shariati, Seyed Mehdi Davoodnabi, Ali Toghroli, Zhengyi Kong, Ali Shariati. Hybridization of metaheuristic algorithms with adaptive neuro-fuzzy inference system to predict load-slip behavior of angle shear connectors at elevated temperatures. Composite Structures, 2021, 278: 114524. (SCI, Q1).

[10]. Sheng Zhang, Xinling Deng, Yumin Lu, Shaozheng Hong, Zhengyi Kong (通讯作者), Ye Luo, Yongli Peng. A channel attention based deep neural network for automatic metallic corrosion detection. Journal of Building Engineering, 2021, 42: 103046. (SCI, Q1).

[11]. Zhengyi Kong, Ya Jin, Fan Yang, Quang-Viet Vu, Viet-Hung Truong, Bo Yu, Seung-Eock Kim. Numerical simulation for structural behaviour of stainless steel web cleat connections. Journal of Constructional Steel Research, 2021, 183: 106706 (SCI, Q1).

[12]. 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: 107793. (SCI, Q1).

[13]. Seung-Eock Kim, George Papazafeiropoulos, Viet-Hung Truong, Phu-Cuong Nguyen, Zhengyi Kong, Nguyen-Thˆe 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).

[14]. 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).

[15]. 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).

[16]. 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).

[17]. 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).

[18]. 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: 106336. (SCI, Q1).

[19]. 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).

[20]. 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, 2021, 48: 1155-1168 (SCI, Q3).

[21]. 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).

[22]. 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).

[23]. 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).

[24]. 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).

[25]. Xianlei Cao, Lixiang Gu, Zhengyi Kong (通讯作者), Geng Zhao, Min Wang, Seung-Eock Kim, Dongyun Jia, Cuiling Ma. Local buckling of 800 MPa high strength steel welded T-section columns under axial compression. Engineering Structures. 2019; 194: 196-206. (SCI, Q1).

[26]. 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).

[27]. 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).

[28]. Feng Yu, Long Chen, Yuan Fang, Junjie Jiang, Shilong Wang, Zhengyi Kong. Study on load-deflection relationship of recycled self-compacting concrete filled steel tubular columns subjected to eccentric compression. Advanced Steel Construction, 2019; 15: 252-258. (SCI, Q3).

[29]. 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).

[30]. 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).

[31]. 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).

[32]. 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).

[33]. Zhengyi Kong, Seung-Eock Kim. Moment-rotation model of single-web angle connections. International Journal of Mechanical Sciences, 2017; 126:24-34 . (SCI, Q1).

[34]. 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).

[35]. 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).

[36]. 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).

[37]. 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).

[38]. Shanhua Xu, Zhengyi Kong, Chao Zhang. The surface properties of corrosion specimens [J]. Advanced Materials Research, 2011, 255(260): 509-513. (EI).

[39]. Kong Zhengyi, Xu Shanhua. The fractal character of corrosion steel surface. Advanced Materials Research, 2010; 163-167: 3150-3155. (EI).

[40]. 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.

[41]. 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.

[42]. 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.


八、(国际)学术会议报告

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. (Chairman of the Session Welding/Light Gauge Structure/Smart Structures)

4. Numerical study on the preload force loss of corroded highstrength bolts. The Tenth International Conference on Advances in Steel Structures, Chengdu, China, August 2022.

5. Experimental and numerical analysis of construction process for a saddle-shaped canopy roof in a large stadium. The 13th Asian-Pacific Conference on Shell and Spatial Structures. Beijing, China, September 2022.

6. 锈蚀高强螺栓预紧力退化性能研究,中国建筑金属结构协会检测鉴定加固改造分会第一届全国学术会议研讨与技术交流会,合肥,中国,7月,2022.


九、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 2016104109657


十、获奖情况

12020年,安徽工业大学建筑工程学院威达奖教金教学贡献奖;

22013年,安徽工业大学建筑工程学院三育人先进个人;

32013年,安徽工业大学建筑工程学院优秀班主任

42012年,安徽工业大学优秀共产党员



学院地址:安徽省马鞍山市马向路安徽工业大学秀山校区建工楼 邮政编码:243032