[1]丁大钧,黄德富,金芷生,等.钢筋混凝土构件刚度和裂缝的试验研究和计算建议[J].东南大学学报(自然科学版),1982,12(3):28-43.[doi:10.3969/j.issn.1001-0505.1982.03.003]
 Ding Da-jun,Huang De-fu,Jin Zhi-sheng,et al.Experimental Researches and Calculational Proposals for Stiffness and Crack width of Reinforced Concrete Members[J].Journal of Southeast University (Natural Science Edition),1982,12(3):28-43.[doi:10.3969/j.issn.1001-0505.1982.03.003]
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钢筋混凝土构件刚度和裂缝的试验研究和计算建议()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
12
期数:
1982年第3期
页码:
28-43
栏目:
本刊信息
出版日期:
1982-09-20

文章信息/Info

Title:
Experimental Researches and Calculational Proposals for Stiffness and Crack width of Reinforced Concrete Members
作者:
丁大钧黄德富金芷生兰宗建蒋永生程文瀼袁必果
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Author(s):
Ding Da-jun Huang De-fu Jin Zhi-sheng Lan Zong-jian Jiang Yong-sheng Cheng Wen-rang and Yuan Bi-guo
关键词:
斜裂缝 试验研究 受弯构件 刚度 偏心受力构件 试验结果 长期荷载 短期荷载 最大裂缝宽度 计算
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1982.03.003
摘要:
在本文中,总结了我们近20年来对钢筋混凝土构件刚度和裂缝的试验研究成果和相应的计算建议,这里包括了受弯构件和偏心受力构件,组成了一个完整的体系。对前者,除短期荷载外,还研究了长期荷载的影响。文中除提供使用荷载作用下的研究和计算资料外,也提出曲率全过程和极限变形的计算。全部试件计约350根。
Abstract:
In this paper, the authors summarize the experimental research results on stiffnesses and cracks of reinforced concrete members and corresponding calculational proposals accomplished during a late period of about 20 years. The proposals consist of the calculations for stiffness and crack of members subjected to flexure as well as eccentrieal forces and form a complete system. For the flexural members, in addition to the research on the behaviors of member under short-term loading, the long-term influences have been studied. Besides, not only the research and calculation material but also the complete curves of moment-curvature and ultimate deformations are provided. The tested specimens are about 350 in all.

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更新日期/Last Update: 2013-05-01