Stiffness assessment of cracked post-tensioned concrete beams with unbonded tendons based on the cracking pattern-Reference-Cited by-同舟云学术

Stiffness assessment of cracked post-tensioned concrete beams with unbonded tendons based on the cracking pattern

Published:2020-07 Issue: Volume:214 Page:110599
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Fu Chunyu,Zhu Yin,Wang Yuyang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

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2. Branson DE. Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams, HPR report no.7, Part 1, Alabama Highway Dept. Bureau of Public Roads, Alabama; 1965.

3. Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars;Bischoff;J Struct Eng,2005

4. Modeling the tensile steel reinforcement strain in RC-beams subjected to cycles of loading and unloading;Xu;Eng Struct,2016

5. A finite macro-element for corroded reinforced concrete;François;Mater Struct,2006

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