Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique-Reference-Cited by-同舟云学术

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Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique

Published:2015-10 Issue: Volume:101 Page:34-44
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Xin,Shi Jianzhe,Wu Gang,Yang Long,Wu Zhishen

Funder

National Program on Key Basic Research Project

National Science Foundation of China

Transportation Science and Technology Project of Jiangsu Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Flexural behavior of two-span continuous prestressed concrete girders with highly eccentric external tendons;Aravinthan;ACI Struct J,2005

2. Testing of externally prestressed concrete beams;Aparicio;Eng Struct,2002

3. Effects of deviators and tendon configuration on behavior of externally prestressed beams;Tan;ACI Struct J,1997

4. Strengthening of concrete beams by external prestressing;Harajli;J Precast/Prestress Concr Inst,1993

5. A numerical survey on the behaviour of beams pre-stressed with FRP cables;Pisani;Constr Build Mater,1998

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