摘要
根据弯曲强度理论的基本假定,推导出偏心受力构件受力分析的基本公式,阐述了基本公式应用于构件受力全过程分析和求承载力相关曲线的方法步骤。
Basic formulation of reinforced concrete member under an eccentric axial force is carried out from basic assumptions of theory for flexural strength. The methods are also presented in full range analysis on the ultimate strength curve calculation.
出处
《河北理工大学学报（自然科学版）》
CAS
2007年第3期120-122,共3页
Journal of Hebei Polytechnic University:Social Science Edition
关键词
正截面
本构关系
弯矩—曲率曲线
全过程分析
section
basic character curve
bending moment-curvature curve
full range analysis
