引用本文:
【打印本页】   【下载PDF全文】   查看/发表评论  下载PDF阅读器  关闭
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 2357次   下载 2111 本文二维码信息
码上扫一扫!
分享到: 微信 更多
钢骨混凝土T形截面短柱抗剪性能试验研究
李 哲1, 张小锋1, 郭增玉1
西安理工大学 水利水电学院
摘要:
为了研究钢骨混凝土T形截面短柱的抗剪性能,在考虑剪跨比、轴压力系数及配骨率等影响参数的基础上,对14根钢骨混凝土T形截面短柱和2根钢筋混凝土T形截面短柱的抗剪性能进行了试验研究,提出了钢骨混凝土T形截面短柱抗剪承载力计算公式。试验结果表明,计算值与试验结果较为吻合,钢筋混凝土T形截面短柱加入钢骨后,其抗剪承载力有较大程度的提高。
关键词:  钢骨混凝土  钢筋混凝土  T形截面短柱  抗剪性能  抗剪承载力
DOI:
分类号:
基金项目:西安理工大学青年教师基金项目(219819)
Experimental study on shear resistance of T-shaped steel reinforced concrete short columns
Abstract:
In order to study the shear behavior of T-shaped steel reinforced concrete short column,an experimental study was carried on fourteen T-shaped steel reinforced concrete short columns and two T- shaped reinforced concrete short columns by considering the influential parameters such as shear span ratio,axial pressure ratio and steel ratio.The shear resistance formula of T-shaped columns is derived through tests.Based on the test results,the calculated results are in correspondence with those of the tests,and the shear resistance capacity of T-shaped reinforced concrete short column is increased to a larger degree with the addition of steel barsare.
Key words:  steel reinforced concrete  reinforced concrete  T-shaped section short column  shear performance  shear strength