Experimental study on pullout strength of anchor bolt with an embedment depth of 30 mm in concrete under high temperature-Reference-Cited by-同舟云学术

Experimental study on pullout strength of anchor bolt with an embedment depth of 30 mm in concrete under high temperature

Published:2004-04 Issue:2-3 Volume:229 Page:151-163
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Hashimoto Jun,Takiguchi Katsuki

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference6 articles.

1. Abe, T., Furumura, F., Tomatsuri, K., Kuroha, K., Kokubo, I., 1999. Mechanical properties of high strength concrete at high temperatures, J. Struct. Construct. Eng. (Trans. AIJ) 515, 163–168.

2. ACI Committee 349, 1978. Proposed Addition to Code Requirements for Nuclear Safety Related Concrete Structures (ACI 349-76), ACI J. 75 (8), 329–335.

3. Architectural Institute of Japan, 1985. Design Recommendation for Composite Constructions. pp. 177–238.

4. Behavior of fasteners loaded in tension in cracked reinforced concrete;Eligehausen;ACI Struct. J.,1995

5. Inoue, A., Suzuki, S., Yanagi, K., 1997. Effect of curing method and moisture content of concrete for fire resistance of normal-weight concrete and light-weight concrete, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 793–794.

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