DOUBLE-POWER LOGARITHMIC LAW FOR CONCRETE CREEP

被引：26

作者：

BAZANT, ZP

CHERN, JC

机构：

[1] Northwestern Univ, Cent for Concrete, & Geomaterials, Evanston, IL,, USA, Northwestern Univ, Cent for Concrete & Geomaterials, Evanston, IL, USA

来源：

CEMENT AND CONCRETE RESEARCH | 1984年 / 14卷 / 06期

关键词：

MATERIALS SCIENCE - Mathematical Models;

D O I：

10.1016/0008-8846(84)90004-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An improvement of the double-power law for creep at constant temperature and moisture content is proposed. Comparisons with available test data indicate that the final slopes of long-term creep curves, as indicated by the double-power law, are predominantly on the high side. This remedied by introducing a transition to a straight line in the logarithmic scale of load duration. The strain at the transition as well as the slope of the straight line are the same for all ages at loading.

引用

页码：793 / 806

页数：14

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