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- W2357823954 abstract "In this paper,experimental investigation was conducted to study the hysteretic behavior of concrete-filled tubular T-joints.The main chord was loaded in compression while the brace was under quasi-static cyclic axial loading.Four concrete filled steel T-joints and one pure steel T-joint were tested.The stress concentration factors of both steel and concrete-filled steel tubular T joints were obtained.It is shown that the stress concentration factors were less than those of steel tubular T joints.In addition,the failure modes,the energy dissipation ratio,stiffness and ultimate strength of test specimens were evaluated.It is shown that the filled concrete change the failure mode of T-joints.The filled concrete also effectively enhances the ultimate strength and horizontal stiffness of T-joints,while the hysteretic behaviour of T joints were weakened in some extend." @default.
- W2357823954 created "2016-06-24" @default.
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- W2357823954 date "2009-01-01" @default.
- W2357823954 modified "2023-09-27" @default.
- W2357823954 title "Experimental study on hysteretic behaviour of concrete-filled tubular T-joints" @default.
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