NUMERICAL ANALYSIS OF LOAD‐BEARING FIRE TEST FOR REINFORCED CONCRETE SLABS-Reference-Cited by-同舟云学术

NUMERICAL ANALYSIS OF LOAD‐BEARING FIRE TEST FOR REINFORCED CONCRETE SLABS

Published:2023-02 Issue:1 Volume:6 Page:411-422
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Kimura K.¹,Hirashima T.²,Ozaki F.³,Yoshida T.⁴,Suzuki J.⁵

Affiliation:

1. Nippon Steel Corporation

2. Chiba University

3. Nagoya University

4. JFE Steel Corporation

5. Building Research Institute

Abstract

AbstractA numerical analysis is conducted for the load‐bearing fire test of composite flooring systems composed of flat RC slabs and unprotected beams (beams with no fire protection covering), and the test results and numerical analysis results are compared. The main aim of the numerical analysis is to verify the accuracy of the numerical analysis approach as well as to analyse the stress distribution within the composite floor when the membrane functions as intended, the data for which are difficult to obtain from the load‐bearing fire test.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1924

Reference7 articles.

1. Wang Y.C. “Tensile membrane action in slabs and its application to the Cardington fire tests” Proceeding of the second Cardington conference 55–67 1996.

2. The structural behavior of steel frames with composite floor slabs subject to fire, Part1: Theory & Part2: Design;Bailey C.G.;The Structural Engineer,2000

3. Full scale fire test on a composite floor slab incorporating long span cellular steel beams;Nadjai A.;The Structural Engineer,2011

4. Steel Construction Institute (SCI). Fire safe design: A new approach to multi-storey steel framed buildings (P288) 2006.

5. Vassart O.andZhao B. Membrane action of composite slab in case of fire: Background document & Design guide (Edition 2012-1) 2012.

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