混凝土结构分析与设计中的徐变与收缩预测模型:模型b3 -简式

Z. Bažant, S. Baweja
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引用次数: 17

摘要

提出了一种用于混凝土结构设计中混凝土徐变和收缩表征的简短模型。与模型B3相比,主要的简化来自于使用对数双幂律作为基本蠕变柔度函数。对模型中预测材料参数的B3公式进行了简化,去掉了这些参数对混凝土配合比的依赖,只剩下对混凝土配合比强度和比含水量的依赖。本文讨论了当前简略形式与模型B3之间的差异,并指出了简略形式与模型B3相比的局限性。该模型适用于混凝土结构的设计,但对于高度蠕变敏感的结构,则需要完整的B3模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures: Model B3-Short Form
A short model for the characterization of concrete creep and shrinkage in design of concrete structures is proposed. The main simplification compared to model B3 comes from the use of the log double power law as the basic creep compliance function. The B3 formulae for predicting material parameters in the model are simplified by dropping the dependence of these parameters on the composition of concrete mix, leaving only dependence on the strength and the specific water content of the concrete mix. The differences between the present short form and model B3 are discussed and limitations of the short form as compared to model B3 are noted. The model is suitable for design of concrete structures with the exception of highly creep sensitive structures for which the full model B3 is necessary.
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