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Q690高强钢T型连接极限变形能力研究 被引量：2

Research of Ultimate Deformability Capacity of Q690 High Strength Steel T-stub
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摘要 设计了3组共9个Q690高强钢T-stub组件,对其进行单调拉伸试验.将试验所得T-stub最大变形值与Jaspart模型和Faella模型预测值进行比较并讨论. 3out of groups 9 of T - stub specimens made of Q690 high strength steel were designed and tested under monotonic loading. The ultimate deformability capacity of the experimental results and prediction of Jaspart and Faella model were compared
作者 乐毓敏
机构地区 同济大学土木工程学院
出处 《佳木斯大学学报（自然科学版）》 CAS 2013年第2期199-202,共4页 Journal of Jiamusi University：Natural Science Edition
关键词 Q690高强钢 T型连接 变形能力 Q690 high strength steel T- stub ultimate deformability capacity
分类号 TU391 [建筑科学—结构工程]
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参考文献13

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共引文献8

同被引文献49

引证文献2

二级引证文献30

佳木斯大学学报（自然科学版）
2013年 第2期

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