Theoretical Analysis of Load Capacity of EccentricalReinforced Concrete Columns with Concerete Cover
JIANG Shi_yong1 GONG Chong_bing1 BAI Shao_liang2 LIU Xiang_yi1
DOI:10.11835/j.issn.1674-4764.1999.05.005
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,1999,Pages 27-30
- Abstract
Based on the plane_section hypothesis of combination section,this paper describes the section strains of reinforced concrete columns with concrete cover under initial axial pressure and analyses the height of relative limit compression area and the stress of concrete and reinforcing bar of combination section in ultimate state.Meanwhile,the paper proposes practical calculation method of load capacity.