Thermal strain behavior and strength degradation of ultra-high-strength-concrete-Reference-Cited by-同舟云学术

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Thermal strain behavior and strength degradation of ultra-high-strength-concrete

Published:2015-10-08 Issue:8 Volume:49 Page:3411-3421
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Lee Young Wook,Kim Gyu Yong,Gucunski Nenad,Choe Gyeong Choel,Yoon Min Ho

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1617/s11527-015-0728-x.pdf

Reference19 articles.

1. Lee JH, Sohn YS, Lee SH (2012) Fire resistance of hybrid fibre-reinforced, ultra-high-strength concrete columns with compressive strength from 120 to 200MPa. Mag Concrete Res 64:539–550

2. Kim GY, Kim YS, Lee TG (2009) Mechanical properties of high-strength concrete subjected to high temperature by stressed test. Trans Nonferrous Metals Soc China 19:128–133

3. Schneider U (2007) Recommendation of RILEM TC 200-HTC: mechanical concrete properties at high temperatures—modeling and application. Part 11: relaxation. Mater Struct 40:449–458

4. Fu YF, Wong YL, Poon CS et al (2004) Experimental study of micro/macro crack development and stress–strain relations of cement-based composite materials at elevated temperatures. Cem Concr Res 34(5):789–797

5. Li LY, Purkiss J (2005) Stress–strain constitutive equations of concrete material at elevated temperatures. Fire Saf J 40(7):669–686

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