陶粒砼矩形截面双向偏压长柱的试验研究

Experimental Study on Slender Ceramicite Concrete Columns with Rectangular section Under Two Way Eccentric Compression

进行了10根陶粒砼矩形截面双向偏压长柱的试验,研究了其变形特点、受力性能和破坏形态,探讨了构件长细比、偏心距及荷载角对诸特性的影响,并与普通钢筋砼双向偏压长柱进行了比较.

Ten slender ceramicite concrete columns with rectangular section are tested under two—way eccentric compression.By testing the authors mainly research the deformation,strength and failure formation of these columns.This paper emphatically approach the effect of slenderness ratio,eccentric distance and load angle on the performance of members.It also compare slender ceramicite concrete columns with ordinary slender concrete columns under two—way eccentric compression.