Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression-Reference-Cited by-同舟云学术

Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression

Published:2012-07 Issue: Volume:40 Page:529-535
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Abbasnia R.,Hosseinpour F.,Rostamian M.,Ziaadiny H.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

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2. Axial testing of rectangular column models confined with composites;Rochette;J Compos Constr, ASCE,2000

3. Yang XB, Wei J, Nanni A, Dharani LR. Stresses in FRP laminates wrapped around corners. In: Hyer MW, Loos AC, editors. Proceedings of the ASC 16th annual conference—Virginia tech.; 2001. p. 10 [Paper 088, CD-ROM].

4. Shape effect on the performance of carbon fiber reinforced polymer wraps;Yang;J Compos Constr,2004

5. Effect of corner radius on the performance of CFRP-confined square concrete columns;Wang;Eng Struct,2008

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