Experimental and Numerical Prediction of Collapse of Flatbar Stiffeners in Aluminum Panels-Reference-Cited by-同舟云学术

Experimental and Numerical Prediction of Collapse of Flatbar Stiffeners in Aluminum Panels

Published:2003-02 Issue:2 Volume:129 Page:160-168
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zha Yufeng¹,Moan Torgeir²

Affiliation:

1. Post Doc., Dept. of Marine Structures, Norwegian Univ. of Science and Technology, N-7491 Trondheim, Norway; Mailing address: R&D Materials Technology, Hydro Aluminum as, N-4265 Havik, Norway.

2. Professor, Dept. of Marine Structures, Norwegian Univ. of Science and Technology, N-7491 Trondheim, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A2%28160%29

Reference11 articles.

1. Aalberg A. Langseth M. and Malo K. A. (1998). “Ultimate strength of stiffened aluminium plates.” Proc. Int. Conf. on Thin-Walled Structures Vol. 2 Singapore.

2. British Standard 8118. (1999). Structural use of aluminium part 1: Code of practice for design U.K.

3. Clarke J. D. (1987). “Buckling of aluminum alloy stiffened plate ship structure.” Aluminium structures—Advances Design and Construction R. Narayanan ed. Proc. Int. Conf. on Steel and Aluminium Structures Elsevier Cardiff U.K.

4. Det Norske Veritas Classification AS. (1995). “Classification notes No. 30.1 Buckling strength analysis.” Det Norske Veritas Norway.

5. Det Norske Veritas Classification AS. (1996). “Rules for classification of high speed and light craft hull structural design aluminium alloy.” Det Norske Veritas Norway.

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