The Strength and Strain of High-Strength Concrete Elements with Confinement and Steel Fiber Reinforcement including the Conditions of the Effect of Elevated Temperatures

被引：26

作者：

Korsun, Volodymyr ^{[1
]}

Vatin, Nikolai ^{[2
]}

Franchi, Alberto ^{[3
]}

Korsun, Artem ^{[2
]}

Crespi, Pietro ^{[3
]}

Mashtaler, Sergey ^{[1
]}

机构：

[1] Donbas Natl Acad Civil Engn & Architecture, Derzhavina 2, UA-86123 Makeyevka, Donetsk Region, Ukraine

[2] St Petersburg State Polytech Univ, St Petersburg 195251, Russia

[3] Politecn Milan, Dept Architecture Built Environm & Construct Engn, I-20133 Milan, Italy

来源：

INTERNATIONAL SCIENTIFIC CONFERENCE URBAN CIVIL ENGINEERING AND MUNICIPAL FACILITIES (SPBUCEMF-2015) | 2015年 / 117卷

关键词：

high-strength concrete; confinement reinforcement; steel fiber reinforced concrete (SFRC); short-term heating; elevated temperatures; axial compression; strain; strength;

D O I：

10.1016/j.proeng.2015.08.192

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The article introduces the results of the experimental research of the effect of confinement and steel fiber reinforcement on the strength and strain of the compressed elements of high-modified as well as high-strength SFRC. Analytical expressions to describe the strength and strain of elements with confinement reinforcement under axial compression have been proposed. The results of the research of the effect of concrete age and temperatures elevated up to 150 degrees C on the strength and strain of high-strength SFRC have been introduced. (C) 2015 The Authors. Published by Elsevier Ltd.

引用

页码：970 / 979

页数：10

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