Hysteretic Behavior of Specimens of Circular Concrete-Filled CFRP-Steel Tubular Beam-Column

To study the difference in hysteretic behavior of specimens of circular concrete-filled CFRP-steel tube under different influencing factors, 12 specimens were designed, and their failure modes and P-Δ curves were studied. ABAQUS was used to simulate the specimens’ P-Δ curves and deformation mode. Ba...

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Bibliographic Details
Main Authors: Wang Qing-li, Yu LingFeng, Peng Kuan
Format: article
Language:EN
Published: Hindawi Limited 2021
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Online Access:https://doaj.org/article/b357a59e86ee4a328e82829e33bd6a0c
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