Design of Concrete-Filled FRP Tubular Columns: Provisions in the Chinese Technical Code for Infrastructure Application of FRP Composites-Reference-Cited by-同舟云学术

Design of Concrete-Filled FRP Tubular Columns: Provisions in the Chinese Technical Code for Infrastructure Application of FRP Composites

Published:2011-06 Issue:3 Volume:15 Page:451-461
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Yu T.¹²,Teng J. G.¹²

Affiliation:

1. Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

2. Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000159

Reference62 articles.

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2. Ahmad I. Zhu Z. Y. Mirmiran A. and Fam A. Z. (2005). Shear strength prediction of deep CFFT beams ACI Special Publication SP-230-61 (CD-ROM) 1085–1102.

3. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440 Detroit.

4. ASTM. (1995). “Standard test method for compressive properties of polymer matrix composite materials with unsupported gage section by shear loading.” ASTM D3410/D3410M-95 Philadelphia.

5. ASTM. (2000a). “Standard test method for apparent hoop tensile strength of plastic or reinforced plastic pipe by split disk method.” ASTM D2290-00 Philadelphia.

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