Experimental investigation into the interfacial shear strength of AGS-FRP tube confined concrete pile-Reference-Cited by-同舟云学术

Experimental investigation into the interfacial shear strength of AGS-FRP tube confined concrete pile

Published:2009-10 Issue:10 Volume:31 Page:2309-2316
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ji Gefu,Ouyang Zhenyu,Li Guoqiang

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Wave equation analyses of tapered FRP–concrete piles in dense sand;Sakra;Soil Dyn Earthq Eng,2007

2. Compressive strength of concrete cylinders with variable widths CFRP wraps: Experimental study and numerical modeling;Issa;Construction Building Material,2008

3. Analysis and field tests on the performance of composite tubes under pile driving impact;Mirmiran;Compos Struct,2002

4. Experimental characterization of FRP composite-wood pile structural response by bending tests;Lopez-Anido;Mar Struct,2003

5. Experimental study of FRP tube encased concrete cylinders exposed to fire;Ji;Compos Struct,2008

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