PROPOSAL OF SIMPLIFIED EVALUATION METHOD FOR RESIDUAL COMPRESSIVE STRENGTH AND YOUNG’S MODULUS OF CONCRETE AFTER LONG-HOURS’ LOADED HEATING TEST

Author:

TOMOFUJI Hiroshi1,SASAKI Yuki1,IKEDA Kenichi2

Affiliation:

1. Shimizu Corporation

2. Tokyo University of Science

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference23 articles.

1. 1) ISO-834 Fire resistance test-elements of building construction, International Standard ISO834, Geneva, Switzerland,1975

2. 2) Fangxia, L. Klingsch, E. Fontana, M. and Fernando, D.: Improved permeability model for concrete at high temperature, 8th International conference on Structures in Fire, 2014.6

3. 3) Matsuzawa, K. and Kittaka, Y.: Effect of exposure term on the destructive characteristic subjected to elevated temperature, Annual Convention of Japanese Concrete Institute, Vol.36, No.1, 2014 (in Japanese) 松沢晃一, 橘高義典:高温加熱の影響を受けたコンクリートの破壊特性に及ぼす加熱時間の影響, コンクリート工学年次論文集, Vol.36, No.1, 2014

4. 4) Kishitani, K. Kasami, H. Oshida, F. Ohno, K.: Experimental study on residual properties of concrete under long-term high temperature exposure up to 300˚C, Cement and Concrete, No.444, pp. 7-14, 1984.2 (in Japanese) 岸谷孝一, 嵩英雄, 押田文雄, 大野定俊:300˚C までの高温に長期間さらされたコンクリートの性状に関する実験的研究, セメント・コンクリート, No.444, pp. 7-14, 1984.2

5. 5) Anderberg, Y. and Thelandersson, S.: Stress and deformation characteristics of concrete at high temperatures, Lund institute of technology Lund Sweden 1976 division of structural mechanics and concrete construction, 1976.8

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