Experimental approach to strength reduction and elongation of self‐tempered reinforcing bars tensioned at a steady and an increasing temperature-Reference-Cited by-同舟云学术

Experimental approach to strength reduction and elongation of self‐tempered reinforcing bars tensioned at a steady and an increasing temperature

Published:2018-11-28 Issue:2 Volume:20 Page:823-835
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Kowalski Robert¹^ORCID,Kisielinski Rafal¹^ORCID

Affiliation:

1. Warsaw University of Technology Faculty of Civil Engineering Warsaw Poland

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201800076

Reference42 articles.

1. EN 1992‐1‐2:2004: Eurocode 2:Design of concrete structures – Part 1–2: General rules – structural fire design.

2. AnderbergY.(1978).Mechanical properties of reinforcing steel at elevated temperatures(in Swedish). Tekniska Meddelanden Halmstad Järnverk AB (36). Lund (Sweden).

3. Modelling steel behaviour

4. AbramowiczM. KowalskiR.(2009). Stress–strain relationship of reinforcing steel subjected to tension and high temperature. International Conference: Applications of Structural Fire Engineering. Prague Conf. proc. p. 134–139.

5. fib Bulletin 38(2007).Fire design of concrete structures – materials structures and modelling.

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