土木工程、交通工程 |
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基于有效缺口应力法的钢桥焊接细节疲劳分析 |
廖小伟, 王元清, 宗亮, 施刚 |
1.清华大学 土木工程安全与耐久教育部重点实验室,北京 100084;
2.天津大学 滨海土木工程结构与安全教育部重点实验室,天津 300072 |
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Fatigue analysis of typical welded joints of steel bridges using effective notch stress approach |
LIAO Xiao wei, WANG Yuan qing, ZONG Liang, SHI Gang |
1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing 100084, China;
2. Key Laboratory of Coast Structures Safety of Education Ministry, Tianjin University, Tianjin 300072, China |
引用本文:
廖小伟, 王元清, 宗亮, 施刚. 基于有效缺口应力法的钢桥焊接细节疲劳分析[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2017.01.001.
LIAO Xiao wei, WANG Yuan qing, ZONG Liang, SHI Gang. Fatigue analysis of typical welded joints of steel bridges using effective notch stress approach. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2017.01.001.
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