[1]李宁.钢筋混凝土简支方板配筋形式的试验研究[J].东南大学学报(自然科学版),1988,18(1):133-139.[doi:10.3969/j.issn.1001-0505.1988.01.016]
 Zi Ning (Department of Civil Engineering).An Experimental Research on Forms of Reinforcement of Square Reinforced Concrete Slabs[J].Journal of Southeast University (Natural Science Edition),1988,18(1):133-139.[doi:10.3969/j.issn.1001-0505.1988.01.016]
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钢筋混凝土简支方板配筋形式的试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
18
期数:
1988年第1期
页码:
133-139
栏目:
本刊信息
出版日期:
1988-01-20

文章信息/Info

Title:
An Experimental Research on Forms of Reinforcement of Square Reinforced Concrete Slabs
作者:
李宁
南京工学院土木工程系
Author(s):
Zi Ning (Department of Civil Engineering)
关键词:
square RC slab yield line theory
Keywords:
square RC slab yield line theory
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1988.01.016
摘要:
<正> 一、引言钢筋混凝土方板的配筋形式基本上为正交网状式。这种形式使得板中有些钢筋未能得到充分利用,因此板的设计是不够经济的。为了在尽可能方便施工的情况下得到较好的经济效果,本文对受均载作用简支方板提出了一种较为合理的配筋形式。兹作简介。
Abstract:
Based on the principle of tus.Yield Line Theory,the author suggests that steel bars be placed in radial and circumferential directions in square slabs. The aim is for saring steel and making the construction to be used in enginee- ring.Considering membranous force,the formulas for determining the ulti- mate load of the slabs are derived.Theoretical work was verified by tests of 5 uniformly loaded square slabs simply supported at all edges.
更新日期/Last Update: 2013-04-30