Many articles on bending collapse but not limited to closed-hat-section have been reported mainly from experimental point of view but less in simulationbased approach. This paper presents the procedure for development and validation of a finite element (FE) model of a closed-hat-section beam under quasi-static three-point bending using an explicit non-linear FE technique. Developed FE models were validated through comparison with existing and present experiment results. Firstly, the existing models were rebulit via present modelling technique using information provided in the relevant research report. Simulation results of rebuilt model were compared with existing results for verification and validation. Next, to further validate the presen...
This study investigates the failure behavior of hybrid steel trussed concrete beams (HSTCBs) under t...
This dissertation presents an axially restrained beam (ARB) model that incorporates axial-flexural i...
The numerical investigations of built-up cold-formed beams involve the use of advanced modelling tec...
Many articles on bending collapse but not limited to closed-hat-section have been reported mainly fr...
A recent model of a bent solid in finite elasticity appears in Literature [1]. Making reference to a...
Structures subject to extreme events such as strong earthquakes, fire, blast and impact are vulnerab...
Copyright © 2013 Kamel Sayed Kandil et al. This is an open access article distributed under the Crea...
The prediction of collapse of structures has gained growing attention recently, as it is important t...
Deflection has an important role in order to design structure or machine component, beside considera...
This book presents the bending theory of hyperelastic beams in the context of finite elasticity. The...
During seismic events, the gravity loads may cause a reduction of the lateral stiffness of structure...
The present paper is focused on the development of an accurate computational method, based on the Fi...
Earthquakes have the highest rate of mortality among the natural disasters and regularly lead to col...
Closed-hat-sections are a generic form of structural profiles used in vehicular structures. The bend...
Sandwich beams comprising identical face sheets and a square honeycomb core were manufactured from c...
This study investigates the failure behavior of hybrid steel trussed concrete beams (HSTCBs) under t...
This dissertation presents an axially restrained beam (ARB) model that incorporates axial-flexural i...
The numerical investigations of built-up cold-formed beams involve the use of advanced modelling tec...
Many articles on bending collapse but not limited to closed-hat-section have been reported mainly fr...
A recent model of a bent solid in finite elasticity appears in Literature [1]. Making reference to a...
Structures subject to extreme events such as strong earthquakes, fire, blast and impact are vulnerab...
Copyright © 2013 Kamel Sayed Kandil et al. This is an open access article distributed under the Crea...
The prediction of collapse of structures has gained growing attention recently, as it is important t...
Deflection has an important role in order to design structure or machine component, beside considera...
This book presents the bending theory of hyperelastic beams in the context of finite elasticity. The...
During seismic events, the gravity loads may cause a reduction of the lateral stiffness of structure...
The present paper is focused on the development of an accurate computational method, based on the Fi...
Earthquakes have the highest rate of mortality among the natural disasters and regularly lead to col...
Closed-hat-sections are a generic form of structural profiles used in vehicular structures. The bend...
Sandwich beams comprising identical face sheets and a square honeycomb core were manufactured from c...
This study investigates the failure behavior of hybrid steel trussed concrete beams (HSTCBs) under t...
This dissertation presents an axially restrained beam (ARB) model that incorporates axial-flexural i...
The numerical investigations of built-up cold-formed beams involve the use of advanced modelling tec...