Flexural Behavior of Stone Slabs Reinforced with Prestressed NSM CFRP Bars-Reference-Cited by-同舟云学术

Flexural Behavior of Stone Slabs Reinforced with Prestressed NSM CFRP Bars

Published:2014-08 Issue:4 Volume:18 Page:04014004
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ye Y.¹,Guo Z. X.²,Chai Z. L.¹

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Huaqiao Univ., 269 Chenghua North Rd., Fengze District, Quanzhou 362021, China.

2. Professor, College of Civil Engineering, Huaqiao Univ., 269 Chenghua North Rd., Fengze District, Quanzhou 362021, 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.1943-5614.0000458

Reference22 articles.

1. American Concrete Institute (ACI). (1989). “Deflections of reinforced concrete flexural members.” ACI 435.2R-66 (Reapproved 1989) Detroit.

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills MI.

3. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills MI.

4. ASTM. (2008a). “Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50-mm] cube specimens).” C109/C109M-08 West Conshohocken PA.

5. ASTM. (2008b). “Standard test method for splitting tensile strength of intact rock core specimens.” D3967-08 West Conshohocken PA.

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