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In the results the failure behavior of this joint is characterized.
The mechanical behavior of this joint structure is investigated through four-point bending.
Nevertheless, the cyclic behavior of this joint typology is usually characterized by pinching and strength degradation phenomena due to the plastic engagement of the rectangular T-stubs which compromises the use of DST joints as dissipative elements.
The FEA model is then used to construct the model of a typical full-scale CFST column to RC beam joint and perform analysis to the behavior of this joint in fire with respect to effects of parameters such as beam load ratio, column load ratio and beam to column linear stiffness ratio.
Similar(56)
Fracture behavior of the joint under the lap shear loading has also been studied.
Subsequently, using the numerical data produced, the global behavior of the joint is further exploited.
The contributions of the concrete, bolt, and gasket to the mechanical behavior of the joint are included in the model.
Secondly, based on the test observations, a progressive model is proposed to predict the mechanical behavior of the joint.
Based on the test observations, a progressive model is proposed to simulate the full mechanical behavior of the joint.
This model is verified by comparing the simulated temperature distribution and the behavior of the joint at ambient temperature with experimental results.
An envelope curve of the shear force-displacement of the joint is obtained and divided into four stages based on the observed shear behavior of the joint.
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