Incremental-iterative model for time-variant analysis of SFRC subjected to flexural fatigue-Reference-Cited by-同舟云学术

Incremental-iterative model for time-variant analysis of SFRC subjected to flexural fatigue

Published:2016-08-17 Issue:1 Volume:50 Page:
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Heek Peter^ORCID,Ahrens Mark Alexander,Mark Peter

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/article/10.1617/s11527-016-0928-z/fulltext.html

Reference50 articles.

1. Fédération Internationale du Béton (2013) fib Model Code for Concrete Structures 2010

2. German Committee for Structural Concrete (DAfStb 2015) Commentary on the DAfStb Guideline “Steel Fibre Reinforced Concrete”. DAfStb Heft 614, Berlin

3. RILEM TC 162-TDF (2003) Test and design methods for steel fibre reinforced concrete—background and experiences. In: Schnütgen B, Vandevalle L (ed), Proceedings of 31 RILEM TC-162-TDF workshop, Bochum

4. Mallet G (1991) Fatigue of reinforced concrete, state of the art review/2. Transport & Road Research Laboratory (TRRL), London

5. Naaman AE, Reinhardt HW (1995) High performance fibre reinforced cement composites 2 (HPFRCC2). In: Proceedings of 2nd international workshop HPFRC, Chapman & Hill, London

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