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个人简介

教育经历 2010.3 -- 2014.4 大连理工大学 车辆工程 博士 2007.7 -- 2009.12 大连理工大学 计算数学 2002.9 -- 2006.7 吉林大学 信息与计算科学 学士 工作经历 2014.4 -- 至今 大连理工大学 讲师

研究领域

车身覆盖件板材大变形冲压仿真算法,基于神经网络的概念车身结构优化设计,柔性机构的设计与仿真,大变形分析的物质点法,拟协调有限元法等

近期论文

查看导师新发文章 (温馨提示:请注意重名现象,建议点开原文通过作者单位确认)

[1] Wang, Changsheng,Lu, Xingtong,Zhang, Xiangkui,Hu, Ping.8-node quasi-conforming plane element by using Bernstein basis functions[J],EUROPEAN JOURNAL OF MECHANICS A-SOLIDS,2018,70:127-140 [2] Zhang, Xiangkui,Hu, Ping,Ma, Zheng-Dong,Zhu, Xuefeng,Wang, Changsheng,Liu, Haibo,Zhou, Yu,Gai, Yundong,Zhao, Chao,Zheng, Guojun,Hang, Zhizhou.Initial solution estimation for one-step inverse isogeometric analysis in sheet metal stamping[J],COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING,2018,330:629-645 [3] 王长生.Theory and applications of assumed stress quasi-conforming method[A],2018 [4] Wang, Changsheng,Sun, Xiaoxiao,Zhang, Xiangkui,Hu, Ping.High-order quasi-conforming triangular Reissner-Mindlin plate element[J],ENGINEERING COMPUTATIONS,2018,35(8):2722-2752 [5] 张向奎,佟罡,胡平,王长生.CAE数据驱动下基于机器学习的协同设计冲突消解[A],2018 [6] 张向奎,刘光彬,佟罡,祝雪峰,胡平,申国哲,王长生.基于深度学习的汽车冲压件缺陷预测[A],2018 [7] Wang, Changsheng,Wang, Xuan,Zhang, Xiangkui,Hu, Ping.Assumed stress quasi-conforming technique for static and free vibration analysis of Reissner-Mindl[J],INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING,2017,112(4):303-337 [8] Wang, Changsheng,Zhang, Xiangkui,Hu, Ping.Assumed stress quasi-conforming triangular element for couple stress theory[J],ACTA MECHANICA SOLIDA SINICA,2017,30(4):335-344 [9] Wang, Changsheng,Wang, Yang,Yang, Caixia,Zhang, Xiangkui,Hu, Ping.8-node and 12-node plane elements based on assumed stress quasi-conforming method immune to distor[J],ENGINEERING COMPUTATIONS,2017,34(8):2731-2751 [10] Wang, Changsheng,Zhang, Xiangkui,Hu, Ping.New formulation of quasi-conforming method: A simple membrane element for analysis of planar probl[J],EUROPEAN JOURNAL OF MECHANICS A-SOLIDS,2016,60:122-133 [11] Wang, Changsheng,Zhang, Xiangkui,Hu, Ping.A 4-node quasi-conforming quadrilateral element for couple stress theory immune to distorted mesh[J],COMPUTERS & STRUCTURES,2016,175:52-64 [12] 张向奎,王长生,李元慧,周清泉.参与式“汽车人机工程学”课程教学方法研究[J],实验室科学,2016,19(4):145-148 [13] Zhang, Xiangkui,Wang, Changsheng,Hu, Ping.18-DOF Triangular Quasi-Conforming Element for Couple Stress Theory[J],CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES,2016,111(6):473-492 [14] Wang, Changsheng,Zhang, Xiangkui,Hu, Ping,Qi, Zhaohui.LINEAR AND GEOMETRICALLY NONLINEAR ANALYSIS WITH 4-NODE PLANE QUASI-CONFORMING ELEMENT WITH INTERN[J],ACTA MECHANICA SOLIDA SINICA,2015,28(6):668-681 [15] 王长生,张向奎,胡平.拟协调方法的新公式:一个简单的拟协调四节点平面膜元[A],2015,159-159 [16] 王长生,张向奎,胡平.Quasi-conforming formulation method based on couple stress theory[A],2015 [17] 王长生,张向奎,胡平.拟协调方法的新公式:一个简单的拟协调平面膜元[A],2015 [18] 王长生,齐朝晖,张向奎,胡平.内参型四边形四节点拟协调平面单元[J],力学学报,2014,46(6):971-976 [19] Wang, C. S.,Hu, P..Quasi-conforming elements based on Reissner-Mindlin plate theory[A],2014,457-460 [20] Wang, Changsheng,Hu, Ping.A hole-filling algorithm for triangular meshes in engineering[J],International Journal of Computational Methods in Engineering Science and Mechanics,2013,14(5):465-471 [21] 王长生,胡平.基于中厚板理论的拟协调三角形板单元[A],2012,1-11 [22] 夏阳,胡平,王长生.施加本质边界条件的位移约束方程法在精确几何分析中的应用[A],2012,1-9 [23] Wang, Changsheng,Hu, Ping.Quasi-Conforming Triangular Reissner-Mindlin Shell Elements by Using Timoshenko's Beam Function[J],CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES,2012,88(5):325-350 [24] Wang, Changsheng,Hu, Ping,Xia, Yang.A 4-node quasi-conforming Reissner-Mindlin shell element by using Timoshenko's beam function[J],FINITE ELEMENTS IN ANALYSIS AND DESIGN,2012,61:12-22 [25] Hu P.,Wang C.,Li B.,Liu M..Filling holes in triangular meshes in engineering[J],Journal of Software,2012,7(1):141-148 [26] Hu P.,Li B.,Wang C.,Liu M..Adaptive shape-preserving curve fitting on surfaces[J],Journal of Information and Computational Science,2012,9(1):15-23 [27] 胡平,夏阳,王长生.基于精确几何的拟协调方法[A],2011,32-32 [28] Hu, Ping,Wang, Changsheng,Li, Baojun,Liu, Mingzeng.Filling Holes in Triangular Meshes with Feature Preserved[A],2011,50-51:794-798

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