Influence of Span-thickness Ratio on Arching Action of Reinforced Concrete Frame Beams

摘要：

This paper mainly deals with the influence of the variety of span-thickness ratio of beams on arching action of reinforced concrete frame beams through trial experiment research and theory analyzes.By experimental study and theoretical analysis,limit carrying capacity of reinforced concrete frame beams can be enhanced largely owing to arching action.The larger span-thickness ratio of beams is,the lower arching action of reinforced concrete frame beams and limit carrying capacity is,but the reduction is disproportionate.

关键词： span-thickness ratio reinforced concrete frame beams arching action

作者: Chen Ming-hui Song Xiao-sheng Su You-po

作者单位: Tangshan Industrial Vocational Technical College.Hebei Province.Tangshan 063000 Hebei Polytechnic Univercity ,Hebei Province.Tangshan 063009

会议类型: 国际会议

会议名称: 2011 International Conference on Mechatronics and Applied Mechanics(2011年机电一体化与应用力学国际会议 ICMAM 2011)

会议地点: 香港

会议语种:英文

页码: 511-516

在线出版日期: 2011-12-27（万方平台首次上网日期，不代表论文的发表时间）