大连理工大学学报2012，Vol.52Issue(1)：54-59,6.
钢管混凝土柱-钢梁穿筋节点低周反复荷载下受力性能
Mechanical behavior of concrete-filled steel tube column-steel beam joints with penetration steel bars under low cyclic loading
王清湘 1刘士润 1司炳君 1王刚1
作者信息
- 1. 大连理工大学海岸和近海工程国家重点实验室,辽宁大连116024
- 折叠
摘要
Abstract
8 Concrete-filled circular steel tube column-steel beam joints,6 joints with penetration steel bars and the other 2 joints without penetration steel bars,were tested under low cyclic loading.The failure position and shape of joints were researched.The flexural capacity,ductility and energy dissipation were analyzed.The experimental results indicate that penetration steel bars can transfer the most moment into core concrete,and decrease the tension stress in steel tube,thus obviously improve the mechanical behavior of joints on which steel beams are directly welded to the steel tube.The joints with penetration steel bars have high flexural capacity,excellent ductility and energy dissipation,and joints without penetration steel bars have low flexural capacity,poor ductility and energy dissipation.关键词
钢管混凝土柱/钢梁/穿筋节点/低周反复荷载Key words
concrete-filled steel tube column/steel beam/joints with penetration steel bars/low cyclic loading分类
建筑与水利引用本文复制引用
王清湘,刘士润,司炳君,王刚..钢管混凝土柱-钢梁穿筋节点低周反复荷载下受力性能[J].大连理工大学学报,2012,52(1):54-59,6.
