Performance of precast segmental concrete beams posttensioned with carbon fiber-reinforced polymer (CFRP) tendons-Reference-Cited by-同舟云学术

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Performance of precast segmental concrete beams posttensioned with carbon fiber-reinforced polymer (CFRP) tendons

Published:2019-01 Issue: Volume:208 Page:56-69
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Le Tan D.,Pham Thong M.^ORCID,Hao Hong,Yuan Cheng

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference47 articles.

1. Enhancing strength and ductility of post-tensioned segmental box girder bridges;Hindi;ACI Struct J,1995

2. Collapse of YNS-Y-GWAS bridge, Glamorgan;Woodward;Proc Inst Civ Eng,1988

3. Tendon corrosion in precast segmental bridges;Wouters;Transp Res Rec J Transp Res Board,1999

4. Durable post-tensioned concrete structures;Concrete Society Technical Report,2002

5. Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints;Jiang;Constr Build Mater,2016

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1. Experimental and analytical investigations of prefabricated segmental concrete beams post-tensioned with unbonded steel/FRP tendons subjected to impact loading;International Journal of Impact Engineering;2024-04

2. Experimental study on flexural behavior of segmental precast large-cantilevered prestressed concrete cap beam;Structures;2023-11

3. A stochastic CSM-based displacement-oriented design strategy for the novel precast SRC-UHPC composite braced-frame in the externally attached seismic retrofitting;Composite Structures;2023-10

4. Impact Response of Prestressed Prefabricated Segmental and Monolithic Basalt-FRP-Reinforced Geopolymer Concrete Beams;Journal of Composites for Construction;2023-10

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