摘要
本文利用单向受拉、受压砼的本构关系和平截面假定，将土力学中的基本假定移植到荷载裂缝的计算中去，从而导出钢筋砼构件裂缝宽度的计算方法。
This thesis utilizes the constitutive relationship of the concrete in one-way Tension-Compression and plain cross supposal It also transplants the basic supposal in Soil Mechanics to the calculation of loading crack, aiming at probing the calculating method of the width of the crack of reinforced concrete component
出处
《广西工学院学报》
CAS
1999年第2期21-26,共6页
Journal of Guangxi University of Technology
基金
广西工学院资金
