摘要
本文结合现行《铁路桥涵设计规范》,对预应力混凝土染运营阶段由预加力引起的混凝土应力,普通钢筋混凝土梁截面上板梗相交处的剪应力,以及轴心受压构件的计算等问题进行了深入的分析与探讨,指出了规范的欠妥之处,并提出了相应的改进建议。
This paper has analyzed and discussed the following three problems according to theRailway Bridge Design Code:concrete stress of prestressed concrete beams at usage,shearstress at the cross of flange and web of reinforced concrete beams,analysis procedure of axi-ally compressed members。Irrationality of the present design code is pointed out.Some sug-gestions for improvement are presented here。
出处
《甘肃科学学报》
1995年第1期60-63,共4页
Journal of Gansu Sciences
关键词
预应力混凝土
简支梁
结构设计
应力
Prestressed concrete
Loss of prestress
Axially compression member
Redistribution of stress.