[1]程文瀼.钢筋混凝土矩形截面偏心受拉构件抗裂度、刚度和裂缝宽度的试验研究[J].东南大学学报(自然科学版),1981,11(3):101-116.[doi:10.3969/j.issn.1001-0505.1981.03.013]
 Cheng Wen-rang.An Experimental Study on the Cracking Strength, Stiffness and Crack Width of Reinforced Concrete Members with Rectangular Section Subjected to Eccentrical Tension[J].Journal of Southeast University (Natural Science Edition),1981,11(3):101-116.[doi:10.3969/j.issn.1001-0505.1981.03.013]
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钢筋混凝土矩形截面偏心受拉构件抗裂度、刚度和裂缝宽度的试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
11
期数:
1981年第3期
页码:
101-116
栏目:
本刊信息
出版日期:
1981-09-20

文章信息/Info

Title:
An Experimental Study on the Cracking Strength, Stiffness and Crack Width of Reinforced Concrete Members with Rectangular Section Subjected to Eccentrical Tension
作者:
程文瀼
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Author(s):
Cheng Wen-rang
关键词:
偏心受拉构件 钢筋混凝土 受弯构件 裂缝宽度 抗裂度 试验研究 矩形截面 轴心受拉构件 试件 平均裂缝间距
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1981.03.013
摘要:
根据理论分析和试验研究,本文提出了钢筋混凝土矩形截面偏心受拉构件的抗裂度、刚度和裂缝宽度的计算公式,从而使轴心受拉构件至受弯构件在这方面的计算成为连续,且能比较方便地应用于实际的设计计算中。
Abstract:
Based on the theoretical analysis and the test resulrs, this paper presents a serious of new formulas for calculating cracking slrength, stiffness and crack width of reinforced concrete members with rectangular cross section subjected to eccentrieal loads. The formulas are compatible with those for the two extreme cases of the axial tension members and the plate flexure members, and are very convenient to use in practical design computations.

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更新日期/Last Update: 2013-05-01