摘要
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.
出处
《沈阳建筑工程学院学报》
1992年第3期279-284,共6页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
矩形
受压
陶粒混凝土
柱
ceramicites
rectangular section
eccentric compression
slenderness
running out distance
load angle