摘要
通过２８根煤矸石砼拟简支梁抗剪强度试验，探讨剪跨比和配箍率对煤矸石砼拟简支梁抗剪性能的影响规律，并对试验结果与《轻骨料砼结构设计规程》中抗剪公式计算值进行对比分析．
This paper discusses the effect of shear span-depth ratio and stirrup on shear property by means of the shearing tests for reinforced coal-gangue concrete simulated simply supported beams. It also compares experimental results with the computation results in which the formulas of shearing property in the 'Design Code for Lightweight Concrete Structure' are used.
出处
《沈阳建筑工程学院学报》
1996年第2期236-239,共4页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
钢筋混凝土
拟简支梁
煤矸石
箍筋
试验
lightweight aggregates
coal gangue
shear span-depth ratio
stirrup
simulated simply supported beams.
