Evaluation of modulus of elasticity of ultra-high performance concrete

被引：166

作者：

Alsalman, Ali ^{[1
]}

Dang, Canh N. ^{[2
,3
]}

Prinz, Gary S. ^{[1
]}

Hale, W. Micah ^{[1
]}

机构：

[1] Univ Arkansas, Dept Civil Engn, 4190 Bell Engn Ctr, Fayetteville, AR 72701 USA

[2] Ton Duc Thang Univ, Dept Management Sci & Technol Dev, Ho Chi Minh City, Vietnam

[3] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2017年 / 153卷

关键词：

UHPC; Compressive strength; Modulus of elasticity; Fly ash; Local material; FIBER-REINFORCED CONCRETE; MECHANICAL-PROPERTIES; DURABILITY; COMPOSITE; UHPC;

D O I：

10.1016/j.conbuildmat.2017.07.158

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Modulus of elasticity (MOE) is a significant parameter in the design of concrete structures. The use of local materials for developing ultra-high performance concrete (UHPC) is beneficial in saving energy and reducing the concrete cost. However, this practice possibly decreases the MOE of UHPC. This study synthesized all relevant experimental data in the literature to propose a new equation for predicting the MOE at different ages. A number of UHPC mixtures Were developed to verify the accuracy of the proposed equation. With an error of 10%, the proposed equation provides a reasonable prediction for the UHPC mixtures containing local materials. (C) 2017 Elsevier Ltd. All rights reserved.

引用

页码：918 / 928

页数：11

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