建筑工程学院 |
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英文期刊论文 [1] Wenchao Li, Yuan Jing, Guohua Xing, Zhongguo John Ma. A lode-dependent plasticity model for high-strength structural steel. Journal of Constructional Steel Research, 2023, 211:108202. [2] Wenchao Li, Yuan Jing, Tianhua Zhou, Guohua Xing. A new ductile fracture model for structural metals considering effects of stress state, strain hardening and micro-void shape. Thin-Walled Structures, 2022, 176:109280.(SCI) [3] Wenchao Li, Harm Askes, Luca Susmel. Notch failure versus interior failure for mixed-mode in-plane loading. International Journal of Solids and Structures, 2018, 150:208-221. (SCI) [4] Wenchao Li, Luca Susmel, Harm Askes, Fangfang Liao, Tianhua Zhou. Assessing the integrity of steel structural components with stress raisers using the Theory of Critical Distances. Engineering Failure Analysis, 2016, 70:73-89.(SCI) [5] Wenchao Li, Fangfang Liao, Tianhua Zhou, Harm Askes. Ductile fracture of Q460 steel: Effects of stress triaxiality and Lode angle. Journal of Constructional Steel Research, 2016, 123:1-17.(SCI) [6] Tianhua Zhou, Yan Lu, Wenchao Li, Hanheng Wu. End condition effect on distortional buckling of cold-formed steel columns with arbitrary length. Thin-Walled Structures, 2017, 117:282-293.(SCI [7] Yan Lu, Wenchao Li, Tianhua Zhou, Hanheng Wu. Novel local buckling formulae for cold-formed C-section columns considering end condition effect. Thin-Walled Structures, 2017, 116:265-276. (SCI) [8] Yan Lu, Tianhua Zhou, Wenchao Li, Hanheng Wu. Experimental investigation and a novel direct strength method for cold-formed built-up I-section columns. Thin-Walled Structures, 2017, 112:125-139. (SCI) 中文期刊论文 [1] 李文超,景媛. 一种改进的Xue-Wierzbicki延性断裂模型. 塑性工程学报, 2022, 29(11):127-137. [2] 周天华,李文超,管宇,白亮. 基于应力三轴度的钢框架循环加载损伤分析. 工程力学, 2014, 31(07):146-155. (中国知网2012-2022年《学术精要数据库》“高PCSI论文、高被引论文、高下载论文”) |
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