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Elastoplastic material models were able to improve predictions and to provide suitable accuracy for both joint configurations.
Three material models were considered: (i) elastic-perfectly plastic, (ii) engineering stress strain and (iii) true stress true strain.
A bi-linear elasto-plastic and hyperelastic material models were assumed for the slotted tubes and the balloons respectively.
These material models were applied for analytical solution development and numerical model using FEA program of ABAQUS.
Constitutive material models were developed in the past two decades up to the threshold of their application.
Based on the validation results, the advantages and disadvantages of using of two material models were considered.
Similar(40)
After that, these material models are assigned to fiber elements.
The extension to transversely isotropic material models is also considered.
Three high-temperature concrete material models are applied and the structural behaviours of the Shanley-like model using these three material models are compared.
To model the adhesive between joint components, contact elements and cohesive zone material models are used.
The implemented nonlinear material models are those of the European building code.
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