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混凝土徐变预测模型的对比分析 被引量:4

Comparative Analysis of Concrete Creep Prediction Models
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摘要 对比分析常用的5种混凝土徐变预测模型,计算不同加荷龄期、环境湿度、构件尺寸以及强度的混凝土徐变,通过分析徐变预测模型对以上各因素的敏感性,为不同条件下选择合适的混凝土徐变预测模型提供依据。 Five kinds of commonly-used prediction models for concrete creep are comparatively analyzed and the creep of concrete with different loading ages, ambient humidity, structural dimensions and strength is calculated. Through analysis of sensitivities of the creep prediction models to the above-mentioned factors, the bases for selection of appropriate models for the concrete creep under different conditions are provided.
作者 陈志华
出处 《桥梁建设》 EI CSCD 北大核心 2006年第5期76-78,81,共4页 Bridge Construction
关键词 混凝土结构 徐变 预测模型 concrete structure creep prediction model
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参考文献9

  • 1丁文胜,吕志涛,孟少平,刘钊.混凝土收缩徐变预测模型的分析比较[J].桥梁建设,2004,34(6):13-16. 被引量:91
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二级参考文献4

  • 1Bazant Z P, Bwe ja S.Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures-model B3[J].Materials and Structures,1995,28:357-365. 被引量:1
  • 2Bazant Z P, Bwe ja S.Justification and Refinement of Model B3 for Concrete Creep and Shrinkage[J].Materials and Structures, 1995,28:488-495. 被引量:1
  • 3ACI Committee 209.Predeication of Creep, Shrinkage and Temperature Effects in Concrete Structures[R].Detroit:American Concrete Institute, 1992. 被引量:1
  • 4CEB-FIP Model Code 1990, Design Code[S]. 被引量:1

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二级引证文献17

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