持续荷载下混凝土抗压强度的时效模型

彭凯; 黄志堂; 肖盛燮; 陈山林; 王家林

doi:10.11835/j.issn.1674-4764.2004.04.007

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持续荷载下混凝土抗压强度的时效模型

更新时间：2023-11-28

- 持续荷载下混凝土抗压强度的时效模型
- A Time-effect Model for Concrete Compressive Strength under Sustained Load
- 土木与环境工程学报（中英文） 2004年26卷第4期页码：29-34
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- DOI：10.11835/j.issn.1674-4764.2004.04.007
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- 纸质出版：2004
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彭凯, 黄志堂, 肖盛燮, 等. 持续荷载下混凝土抗压强度的时效模型[J]. 土木与环境工程学报（中英文）, 2004,26(4):29-34.

A Time-effect Model for Concrete Compressive Strength under Sustained Load[J]. Journal of Civil and Environmental Engineering, 2004, 26(4): 29-34.
彭凯, 黄志堂, 肖盛燮, 等. 持续荷载下混凝土抗压强度的时效模型[J]. 土木与环境工程学报（中英文）, 2004,26(4):29-34. DOI： 10.11835/j.issn.1674-4764.2004.04.007.

A Time-effect Model for Concrete Compressive Strength under Sustained Load[J]. Journal of Civil and Environmental Engineering, 2004, 26(4): 29-34. DOI： 10.11835/j.issn.1674-4764.2004.04.007.

摘要

从现有混凝土棱柱体单调加栽的应力-应变全曲线和混凝土徐变计算模型出发，综合考虑持续荷载下混凝土抗压强度的徐变衰减效应和龄期增强效应，构建混凝土抗压时效强度的估算模型并编制了相应的计算机程序。通过对C20、C30和C40混凝土在持续荷载下多个性能指标及其变化规律进行计算分析，并与以往试验观察数据和有限元数值分析结果进行比较，验证了模型的合理性和实用性。

Abstract

Based on the existed stress-strain curve of concrete prism under one-off short-term load and the concrete creep model

a new time-effect model for evaluation of concrete compressive strength is established through the synthesis of the concrete creep attenuating effect under sustained load and the concrete strength enhancing effect by age

a corresponding computer program has been developed. The computation of related indices and their change rules of several different-grade concrete materials with the program was carried out and the results were compared with experimental data and finite element numerical results reported in the literature

the reasonableness and practicality of the proposed new model have been verified.

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