|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
标题 |
脱空钢管混凝土偏心受压力学性能试验研究(51 卷) |
英文标题 |
Experimental study of mechanical behaviour of separate concrete-filled steel tube subjected to eccentric compression |
摘要 |
本文进行了30个核心混凝土脱空的钢管混凝土偏心受压构件试验研究,试验参数有脱空率、偏心率、加载模式及构件长细比。试验过程中记录了试件在各级荷载下的纵向、横向变形,以及中截面纵向、横向应变,获得了试件破坏时承受的最大荷载。试验结果表明,核心混凝土脱空降低了钢 |
作者 |
新闻作者:刘夏平,唐 述,唐春会,宁运琳,刘爱荣 |
关键字 |