NDLI: Character analysis of flexural design for concrete beams with FRP reinforcement

Content Provider	IEEE Xplore Digital Library
Author	Jiangyong Cai Jingliang Xiong Xiang Zhou Yantao He Xibo Zhou
Copyright Year	2011
Description	Author affiliation: School of Civil Engineering and Architecture, Wuhan University of Technology, China (Jiangyong Cai; Jingliang Xiong; Xiang Zhou; Yantao He) \|\| Wuhan Architectural Design Institute, China (Xibo Zhou)
Abstract	Owing to the shortages of brittle failure and low stiffness existing in concrete beams with FRP reinforcement, it is easy to reach a general conclusion on the beams with poor deformability and failure precursors. The analysis on the flexural behavior of concrete beams reinforced with FRP bars is performed from the point of view of engineering design. Four test beams from two published experiments are used as analytical samples and the design calculation method based on the general principle of concrete flexural members are also taken advantage of in the analysis. The results indicate that the design of concrete beams with FRP bars needs to be controlled by service limit. The stresses of FRP bars in a concrete beam are much lower at the failure state of the member, which means the use of material strength is lower. From the service limit to the rupture limit, the members can develop enough flexural deformability and provide obvious broken precursor and much higher strength reserve.
Starting Page	2036
Ending Page	2038
File Size	303208
Page Count	3
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5774345
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Concrete beam Deformability USA Councils FRP reinforcement Concrete Structural beams Noise measurement Precursor Bars
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Flexural behavior of concrete beams reinforced by CFRP bars

Flexural Performance of Concrete Beams Reinforced with Continuous FRP Bars and Discrete Steel Fibers under Cyclic Loads

A Simplified Approach for Evaluating the Flexural Response of Concrete Beams Reinforced With FRP Bars

Flexural capacity of concrete beams reinforced with steel and fibreâ€ reinforced polymer (FRP) bars

Flexural analysis and design of reinforced concrete beams with externally bonded FRP reinforcement

Flexural analysis of simply supported concrete beam reinforced with frp bars.

Design of FRP reinforced concrete beams for serviceability requirements

Ductility Estimation for Flexural Concrete Beams Longitudinally Reinforced with Hybrid FRP–Steel Bars

Experimental study on flexural behavior of ECC-concrete composite beams reinforced with FRP bars

Character analysis of flexural design for concrete beams with FRP reinforcement

Similar Documents

Flexural behavior of concrete beams reinforced by CFRP bars

Flexural Performance of Concrete Beams Reinforced with Continuous FRP Bars and Discrete Steel Fibers under Cyclic Loads

A Simplified Approach for Evaluating the Flexural Response of Concrete Beams Reinforced With FRP Bars

Flexural capacity of concrete beams reinforced with steel and fibreâ€ reinforced polymer (FRP) bars

Flexural analysis and design of reinforced concrete beams with externally bonded FRP reinforcement

Flexural analysis of simply supported concrete beam reinforced with frp bars.

Design of FRP reinforced concrete beams for serviceability requirements

Ductility Estimation for Flexural Concrete Beams Longitudinally Reinforced with Hybrid FRP–Steel Bars

Experimental study on flexural behavior of ECC-concrete composite beams reinforced with FRP bars

Character analysis of flexural design for concrete beams with FRP reinforcement