中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 1996, Vol. 15 ›› Issue (1): 1-10.

• •    下一篇

大跨径劲性骨架钢筋砼拱桥徐变收缩时效分析

周水兴,顾安邦   

  1. 重庆交通学院桥梁工程系
  • 收稿日期:1995-05-25 修回日期:1995-05-25 出版日期:1996-03-20 发布日期:2016-07-12
  • 作者简介:周水兴,男,28岁,讲师
  • 基金资助:
    交通部行业攻关项目

Creep-shrinkage Time-dependent Analysis of Large Span Reinforced Concrets Arches of Stiffen Framework

Zhou Shuixing,wu Anbang   

  1. Department of Bridge and Structure Engineering
  • Received:1995-05-25 Revised:1995-05-25 Online:1996-03-20 Published:2016-07-12

摘要: 本文运用能量原理,推导出含有各层不同龄期的砼徐变、收缩内力计算公式.公式采用增量形式,以模拟实际施工过程的徐变收缩分析,并采用《规范》[5]提供的徐变系数,结合按龄期调整的有效弹性模量法,编制了相应的计算程序,将计算结果与实际模型试验作比较.

关键词: 徐变收缩, 劲性骨架砼, 时效分析

Abstract: In this paper,a formula of creep shrinkage internal force,which includes concrete layers of different ages by usingthe principle of Energy is derived.The movement farm is used in the formula in order to simulate the analysis of thecreep-shrinkage during actual construction processes.The creep cofficient provided by the Rule[5]and the effective elastic modulus method according to different ages are adopted in the formula to make out calculating procedures,comparingthe calculating results with those of the actual model test.

Key words: creep-shrinkage, stiffen framework concrete, time-dependent analysis

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