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界面过渡区对混凝土力学性能的影响研究综述

吕燕红 武亮 王东旭

人民黄河Issue(3):120-122,3.
人民黄河Issue(3):120-122,3.DOI:10.3969/j.issn.1000-1379.2014.03.039

界面过渡区对混凝土力学性能的影响研究综述

Interface Transition Zone on Concrete Mechanics Properties of Research Review

吕燕红 1武亮 1王东旭1

作者信息

  • 1. 昆明理工大学电力工程学院,云南昆明650500
  • 折叠

摘要

Abstract

The paper summarized the main research results of the influence of interface transition zone to the mechanical properties of concrete of domestic and foreign scholars and discussed the mechanical properties of related interface units (thickness,constitutive relations and failure criteria and stochastic mechanics parameters)of the concrete mesoscopic numerical model. Through the analysis of the present theory and test,the results of numerical analysis and finally it pointed out that the interface mechanics performance test research level was low and still needed further develop-ment.

关键词

界面过渡区/混凝土弹性模量/细观数值模型/力学性能

Key words

interface transition zone/concrete elastic modulus/mesoscopic numerical model/mechanical properties

分类

建筑与水利

引用本文复制引用

吕燕红,武亮,王东旭..界面过渡区对混凝土力学性能的影响研究综述[J].人民黄河,2014,(3):120-122,3.

基金项目

国家自然科学基金资助项目(51269007)。 ()

人民黄河

OA北大核心

1000-1379

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