硕士生导师简介表
| 姓 名 | 王伟强 | 性 别 | 男 | 出生年月 | 1988年11月 |
职 称 | 教授 | 毕业学校 | 伍伦贡大学 | |||
专 业 | 水工结构工程 | 学 位 | 博士 | |||
联系电话 | 电子邮件 | weiqiang.wang@hhu.edu.cn | ||||
研究方向 | 1. 高性能工程材料在水工结构中的应用 2. 新型FRP-混凝土组合结构 3. 工程结构智能减灾（结构抗爆抗冲击） 4. 工程结构智能建造（3D打印混凝土技术） | |||||
获奖情况 | 1. 江苏特聘教授计划 2. 优秀博士论文 | |||||
主要成果 | 王伟强，男，汉族，1988年11月生。2016年毕业于澳大利亚伍伦贡大学，获土木工程博士学位。后分别就职于澳大利亚悉尼科技大学和英国拉夫堡大学，从事博士后研究工作。2021年入职伟德betvlctor体育官网，并入选江苏特聘教授计划。主要致力于高性能工程材料以及智能建造技术在新建混凝土结构中的应用研究。围绕新型FRP-混凝土组合结构、结构抗爆抗冲击以及智能3D打印混凝土技术等方面的关键科学问题，取得了一些创新性成果。目前，在上述科研领域共发表论文40余篇，其中高质量期刊论文30篇。研究成果主要发表在结构工程领域主流期刊，如美国土木工程师学会ASCE-Journal of Composites for Construction、Engineering Structures、Thin-Walled Structures、Construction and Building Materials、International Journal of Impact Engineering以及Composite Structures等。论文总被引近800次，H因子17。目前担任振动工程领域SCI期刊编委以及材料结构领域SCI期刊客座编委，同时担任国际结构混凝土协会（fib）“混凝土结构数字化建造”分会委员、美国土木工程师学会会员、中国水力发电工程学会抗震防灾专业委员会委员、江苏省振动工程学会理事等。 代表性论著： [1] Wang W., Sheikh M. N., Zeng J-J, Hadi M. N. S.* Ultimate strain prediction of partially FRP confined concrete considering strain localization. Construction and Building Materials. 2022; 346:128486. [2] Feng H., Li L., Wang W.*, Cheng Z., and Gao D. Mechanical properties of high ductility hybrid fibres reinforced magnesium phosphate cement-based composites. Composite Structures. 2022; 284, 115219. [3] Wang W.*, Wu C., Yu Y., Zeng J.-J. Dynamic responses of hybrid FRP-concrete-steel double-skin tubular column (DSTC) under lateral impact. Structures. 2021;32:1115-44. [4] Feng H., Li Z., Wang W.*, Liu G. et al. Deflection hardening behaviour of ductile fibre reinforced magnesium phosphate cement-based composite. Cement and Concrete Composites. 2021;121:104079. [5] Wang W.*, Konstantinidis N., Austin S.A., Buswell R.A. et al. Flexural Behaviour of AR-Glass textile reinforced 3D printed concrete beams. Cham: Springer International Publishing; 2020; 28: 728-37. [6] Wang W.*, Wu C. *, Liu Z., An K. et al. Experimental investigation of the hybrid FRP-UHPC-Steel double-skin tubular columns under lateral impact loading. Journal of Composites for Construction-ASCE. 2020;24:04020041. [7] Wang W.*, Wu C.*, Liu Z. Compressive behavior of hybrid double-skin tubular columns with ultra-high performance fiber-reinforced concrete (UHPFRC). Engineering Structures. 2019;180:419-41. [8] Wang W.*, Wu C.*, Li J., Liu Z. et al. Lateral impact behavior of double-skin steel tubular (DST) members with ultra-high performance fiber-reinforced concrete (UHPFRC). Thin-Walled Structures. 2019;144:106351. [9] Wang W.*, Wu C.*, Li J., Liu Z. et al. Behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled steel tubular members under lateral impact loading. International Journal of Impact Engineering. 2019;132:103314. [10] Wang W.*, Wu C.*, Liu Z., Si H. Compressive behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) confined with FRP. Composite Structures. 2018;204:419-37. [11] Wang W., Wu C.*, Li J. Numerical simulation of hybrid FRP-Concrete-Steel double-skin tubular columns under close-range blast loading. Journal of Composites for Construction-ASCE. 2018;22:04018036. [12] Wang W., Sheikh M.N., Al-Baali A.Q., Hadi M.N.S*. Compressive behaviour of partially FRP confined concrete: Experimental observations and assessment of the stress-strain models. Construction and Building Materials. 2018;192:785-97. [13] Wang W., Martin P.R., Sheikh M.N., Hadi M.N.S*. Eccentrically loaded FRP confined concrete with different wrapping schemes. Journal of Composites for Construction-ASCE. 2018;22:04018056. [14] Wang W., Sheikh M.N., Hadi M.N.S.*, Gao D. et al. Behaviour of concrete-encased concrete-filled FRP tube (CCFT) columns under axial compression. Engineering Structures. 2017;147:256-68. [15] Wang W., Sheikh M.N., Hadi M.N.S.* Experimental study on FRP tube reinforced concrete columns under different loading conditions. Journal of Composites for Construction-ASCE. 2016;20:04016034. [16] Wang W., Sheikh M.N., Hadi M.N.S.* Axial compressive behaviour of concrete confined with polymer grid. Materials and Structures/Materiaux et Constructions. 2016;49:3893-908. [17] Wang W., Sheikh M.N., Hadi M.N.S.* Behaviour of perforated GFRP tubes under axial compression. Thin-Walled Structures. 2015;95:88-100. [18] Hadi M. N. S.*, Wang W., and Sheikh M. N. Axial compressive behaviour of GFRP tube reinforced concrete columns. Construction and Building Materials. 2015; 81, 198-207. | |||||
在研项目 | 1. 江苏特聘教授计划项目 2.中央高校基本业务费项目 3. 江苏省自然科学基金 4.宿连航道智慧基础设施建设科技示范工程子题 | |||||
个人主页 | https://www.researchgate.net/profile/Weiqiang-Wang-6 | |||||
