Moment redistribution and ductility of CFRP strengthened and non-strengthened unbonded post-tensioned indeterminate I-beams composed of UHSSCC-Reference-Cited by-同舟云学术

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Moment redistribution and ductility of CFRP strengthened and non-strengthened unbonded post-tensioned indeterminate I-beams composed of UHSSCC

Published:2017-08 Issue: Volume:174 Page:196-210
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Maghsoudi M.,Maghsoudi A.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference37 articles.

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2. Loukili A. Self-compacting concrete; 2013. .

3. Workability testing, and performance of self-consolidating concrete;Khayat;ACI Mater J,1999

4. Report on high-strength concrete (ACI 363R-10),2010

5. Flexural ductility of HSC members;Maghsoudi;Struct Eng Mech Int J,2006

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2. Testing methods and design specifications for FRP-prestressed concrete members: A review of current practices and case studies;Journal of Building Engineering;2023-08

3. Flexural behavior of RC continuous beams having hybrid reinforcement of steel and GFRP bars;Journal of Reinforced Plastics and Composites;2023-01-09

4. Lateral torsional buckling of steel beams strengthened by steel plate;Materials Today: Proceedings;2022

5. Review of moment redistribution in statically indeterminate RC members;Engineering Structures;2019-10

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