南京工业大学学报（自然科学版）2012，Vol.34Issue(2)：78-84,7.DOI:10.3969/j.issn.1671-7627.2012.02.017
蜂窝状钢骨混凝土T形柱-钢梁连接节点性能分析
Performance analyses of T-shaped column-steel beam joint on honeycomb steel reinforced concrete
郑廷银 1吴靖宇 1伏晓煜 1沈宁1
作者信息
- 1. 南京工业大学土木工程学院,江苏南京210009
- 折叠
摘要
Abstract
To investigate the stress and deformation characteristics of joints for T-shaped honeycombed steel reinforced concrete columns and steel beams, monotonous loading experiments and finite element analysis on two groups of typical joints were conducted. The effects of the parameters, such as axial compression ratio, hooped stirrup ratio, concrete strength and so on, on the joint carrying load were investigated. Results showed that the failure mode of strong-joint was beam failure, and that of weak-joint was shear failure. The carrying load of the strong joint is mainly dependent on the size of steel beam and steel strength. However, the carrying load of week joint was very much dependent on hooped stirrup ratio, concrete strength, the strength, and the height-thickness ratio of the steel-web.关键词
钢骨混凝土/蜂窝状钢骨/节点性能Key words
steel reinforced concrete/honeycomb steel/joint performance分类
建筑与水利引用本文复制引用
郑廷银,吴靖宇,伏晓煜,沈宁..蜂窝状钢骨混凝土T形柱-钢梁连接节点性能分析[J].南京工业大学学报（自然科学版）,2012,34(2):78-84,7.
