[1] Zhi-Yu Wang (王志宇), Fang Yuan, Yang Chen, Qing-Yuan Wang, Tao
Chen, Xiafang Zhou, Zifeng Liu (2019). “Fatigue resistance of post-buckled
slender trapezoidal corrugated webs in girders with stiff flanges, Engineering Structures, 198: 109478 (ESI/SCI国际期刊检索, IF: 2.75)
[2] 王志宇,史亚龙,李晓磊,吴耀勇,罗思彬 (2019). 钢-玻璃组合梁平面内受力性能及计算方法研究. 建筑结构学报, 40(4): 64-73(EI期刊检索)
[3] ZY Wang (王志宇), T Zhang, Y Chen, F Yuan, XF
Zhou, ZF liu (2019). “Fatigue behaviour of slender corrugated webs subjected to plate
breathing”, International Journal of Fatigue, 122: 46-60 (ESI/SCI国际期刊检索, IF: 3.13)
[4] Zhi-Yu Wang (王志宇), Yalong Shi, Yaoyong Wu, Qing-Yuan Wang,
Sibin Luo (2018). “Shear behaviour of structural silicone adhesively bonded steel-glass
orthogonal lap joints”, Journal of
Adhesion Science and Technology, 32(24):
2693-2708 (ESI/SCI国际期刊检索, IF: 1.26)
[5] Zhi-Yu Wang (王志宇), Tao Zhang , Xiaolei Li, Qing-Yuan Wang, Wanqiu
Huang, Mengqin Shen, (2018). “Characterization of the effect of CFRP
reinforcement on the fatigue strength of aluminium alloy plates with fastener
holes”, Engineering Structures, 177:
739-752 (ESI/SCI国际期刊检索, IF: 2.75)
[6] Zhi-Yu Wang (王志宇), Xiaolei Li, Weiming Gai, Ruijuan Jiang,
Qing-Yuan Wang, Qiuhong Zhao, Jucan Dong, Tao Zhang (2018). “Shear response
of trapezoidal profiled webs in girders with concrete-filled RHS flanges”, Engineering Structures, 174: 212-228 (ESI/SCI国际期刊检索, IF: 2.75)
[7] 张涛,王志宇,李晓磊 (2018). T 形接头钢板焊接残余应力试验研究. 建筑结构学报,
39(S2): 128-134 (EI期刊检索)
[8] Xiang You, Zhiyu Wang(王志宇), Qingyuan Wang, Mengqin Cao, Mengqin
Shen, Wanqiu Huang (2017). “ Effect of shot blasting on fatigue strength of
Q345B steel plate with a central hole”, Metals,
7, 517: 1-13 (ESI/SCI国际期刊检索, IF: 1.984)
[9] Zhi-Yu Wang (王志宇), Yalong Shi, Qing-Yuan Wang, Yaoyong Wu, Mingde He (2017). “In-plane
shear compression behaviour of steel-glass composite beams with laminated
glass webs”, Engineering Structures,
150: 892-904 (ESI/SCI国际期刊检索, IF: 2.75)
[10] Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Lihui Li, Ning Zhang (2017). “Fatigue behaviour of
CFRP strengthened open-hole steel plates”, Thin-Walled Structures, 115: 176-187 (ESI/SCI国际期刊检索, IF: 2.063)
[11] Zhi-Yu Wang (王志宇), Xinsong Yang, Qing-Yuan Wang (2017). “Development of mathematical
model for cyclic behaviour of blind bolted HSS column components”, Archives of Civil and Mechanical
Engineering, 17: 943-953 (ESI/SCI国际期刊检索, IF: 1.808)
[12] Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Mengqin Cao (2017). “Experimental study on fatigue
behaviour of shot-peened open-hole steel plates”, Materials, 10, 996: 1-13 (ESI/SCI国际期刊检索, IF: 1.58)
[13] Zhi-Yu Wang (王志宇), Ning Zhang, Qing-Yuan Wang (2016). “Tensile behaviour of open-hole
and bolted steel plates reinforced by CFRP strips”, Composites: Part B-Engineering, 100: 101-113 (ESI/SCI国际期刊检索, IF: 2.602)
[14] 王志宇,王清远,薛辉,刘晓凯 (2016). 螺栓端板连接方钢管柱低周疲劳性能及损伤模型研究. 建筑结构学报,
37(6): 151-159 (EI期刊检索)
[15] 王志宇,王清远,刘晓凯,薛辉 (2016). 基于屈服线理论的螺栓端板连接方钢管柱承载力计算模型研究. 建筑结构学报,
37(6): 160-173 (EI期刊检索)
[16] Zhi-Yu Wang (王志宇), Qing-Yuan Wang (2016). “Yield and ultimate strengths determination of a blind bolted endplate
connection to square hollow section column”, Engineering Structures, 111: 345-369 (ESI/SCI国际期刊检索, IF: 2.75)
[17] Zhi-Yu Wang (王志宇), Lihui Li, Yong-Jie Liu,
Qing-Yuan Wang (2016). “Fatigue property of open-hole steel plates influenced by bolted
clamp-up and hole fabrication methods”, Materials, 9,
698: 1-10 (ESI/SCI国际期刊检索, IF: 1.58)
[18] Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Hui Xue, Xiaokai Liu (2016). “Low cycle fatigue response of bolted T-stub
connections to HSS columns-experimental study”, Journal of Constructional Steel Research,
119: 216-232 (ESI/SCI国际期刊检索, IF: 2.03)
[19] 王志宇,王清远 (2015). 波形钢板焊接连接件的疲劳试验研究及寿命评价. 建筑结构学报,
36(9): 133-142 (EI期刊检索)
[20] ZY Wang (王志宇), QY Wang, RJ
Jiang (2015). “Finite element
based fatigue assessment of corrugated steel web beams in highway bridges”, International Journal of Civil Engineering, 13(4): 419-431 (ESI/SCI国际期刊检索, IF: 0.49)
[21] Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Yong-Jie Liu (2015). “Evaluation of fatigue strength improvement by
CFRP laminates and shot peening onto the tension flanges joining corrugated
steel webs”, Materials,
8: 5348−5362 (ESI/SCI国际期刊检索, IF: 1.58)
[22] Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Yong-Jie Liu (2015). “Fatigue behaviour of welded joints assembled
by longitudinal corrugated plates”, Journal of Central South University,
22(7): 2752−2760 (SCI期刊检索, IF: 0.49)
[23] Zhi-Yu Wang (王志宇), Qing-Yuan Wang (2015). “Fatigue strength of CFRP strengthened
welded joints with corrugated steel plates”, Composites: Part B-Engineering, 72: 30-39 (ESI/SCI国际期刊检索, IF: 2.61)
[24] Zhiyu Wang (王志宇), Qingyuan Wang (2014). “Fatigue assessment of welds joining
corrugated steel webs to flange plates”, Engineering
Structures, 73: 1-12 (ESI/SCI国际期刊检索, 首页论文, IF:
2.75)
[25] Zhiyu Wang (王志宇), Lianfei Tan, Qingyuan Wang (2013). “Fatigue strength evaluation of
welded structural details in corrugated steel web girders”, International Journal of Steel Structures,
13: 707-721 (ESI/SCI国际期刊检索, IF: 0.58)
[26] Walid Tizani, Zhi Yu Wang (王志宇), Iman Hajirasouliha (2013). “Hysteretic performance of a new blind
bolted connection to concrete filled columns under cyclic loading: An
experimental investigation”, Engineering
Structures, 46: 535-546 (ESI/SCI国际期刊检索, IF: 2.75)
[27] Wang ZY (王志宇), Tizani W, Wang QY (2010). “Strength and initial stiffness of a blind-bolt
connection based on the T-stub model”, Engineering
Structures, 32(9): 2505-2517 (ESI/SCI国际期刊检索,年度热点论文, IF: 2.29)
|