摘要
本文通过１１根叠合梁的试验，分析了均布荷载作用下钢纤维混凝土叠合梁的抗剪性能，提出了无腹筋和配箍筋钢纤维混凝土叠合梁斜截面受剪承载力的计算公式。研究结果表明，钢纤维的掺入改善了叠合梁的抗剪性能。
In this paper,the shear behaviour of steel fibre reinforced concrete(SFRC) composite beams subjected to uniformly distributed load is analyzed,and the formulas for calculating the shear capacity of SFRC composite beams is proposed by testing 11 members.The test results show that adding steel fibre improves the shear behaviour of composite beams.
出处
《武汉测绘科技大学学报》
CSCD
1997年第2期172-176,共5页
Geomatics and Information Science of Wuhan University
关键词
均布荷载
叠合梁
钢纤维混凝土
抗剪性能
steel fibre
composite beams
steel fibre reinforced concrete
shear behaviour
