Mechanical behaviour of ultra-high strength concrete at elevated temperatures and fire resistance of ultra-high strength concrete filled steel tubes-Reference-Cited by-同舟云学术

Mechanical behaviour of ultra-high strength concrete at elevated temperatures and fire resistance of ultra-high strength concrete filled steel tubes

Published:2016-08 Issue: Volume:104 Page:414-427
ISSN:0264-1275
Container-title:Materials & Design
language:en
Short-container-title:Materials & Design

Author:

Xiong Ming-Xiang,Liew J.Y. Richard

Funder

SERC

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference57 articles.

1. EN 1992-1-1 Eurocode 2: Design of Concrete Structures—Part 1-1: General Rules and Rules for Buildings;European Committee for Standardization (CEN),2004

2. EN 1992-1-2 Eurocode 2: Design of Concrete Structures—Part 1-2: General Rules—Structural Fire Design;European Committee for Standardization (CEN),2004

3. EN 1994-1-1 Eurocode 4: Design of Composite Steel and Concrete Structures—Part 1-1: General Rules and Rules for Buildings;European Committee for Standardization (CEN),2004

4. EN 1994-1-2 Eurocode 4: Design of Composite Steel and Concrete Structures—Part 1-2: General Rules—Structural Fire Design;European Committee for Standardization (CEN),2005

5. Compressive strength of concrete at temperatures to 1600F;Abrams,1971

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