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خانه / بایگانی برچسب: abaqus ductile damage simulation

بایگانی برچسب: abaqus ductile damage simulation

Simulation dynamic tensile test of an aluminum piece by using ductile,shear, and MSFLD damage criterion in Abaqus

In this tutorial, the Simulation dynamic tensile test of an aluminum piece by using ductile, shear, and MSFLD damage criterion in Abaqus has been studied. The aluminum part is modeled as a three-dimensional solid part. You can see a figure of the assembled below The aluminum alloys may fail due ...

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Simulation of Stud Connected Steel-UHPC Composite Girders Subjected to four-point bending in Abaqus

In this tutorial, Simulation of Stud Connected Steel-Concrete Composite Girders Subjected to four-point bending in Abaqus has been studied. The performance of steel-concrete composite (SCC) girders for static and dynamic loads depends significantly on the force transfer mechanism at the interface between steel beam and concrete. Stud connected SCC girders consist ...

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Simulation CEL explosion over a steel column and concrete foundation in interaction with soil in Abaqus

In this tutorial, the Simulation CEL explosion over a steel column and concrete foundation in interaction with soil in Abaqus has been studied. The steel column and steel plate are modeled as a three-dimensional solid part. The TNT and soil are modeled as a three-dimensional part. The embedded beam inside ...

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Simulation bolt failure in the bolted joints in Abaqus

In this tutorial, simulation of bolt failure in the bolted joints in Abaqus has been done. The two steel plates and the bolt are modeled as a three-dimensional solid part. You can see a figure of the assembled parts at below To obtain failure, the ductile damage criterion is used ...

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Simulation Crashworthiness behavior of aluminum profiles with holes considering damage criteria and damage evolution

In this tutorial, Simulation Crashworthiness behavior of aluminum profiles with holes considering damage criteria and damage evolution has been studied. Recently, the use of thin-walled structures in automobiles to increase the safety and integrity of passengers during car collisions, have gained importance by automotive manufacturers and designers. An important characteristic ...

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Simulation cyclic loading of the reduce beam section-column with stiffener in Abaqus

In this tutorial, Simulation cyclic loading of the reduce beam section-column with a stiffener in Abaqus has been investigated. The RBS part is modeled as a three-dimensional shell part, the box column, and the stiffener is modeled as three-dimensional shell parts. You can see a figure of the assembled parts ...

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Simulation composite column (steel beam and concrete) under cyclic loading in Abaqus

In this tutorial, the simulation composite column(steel beam and concrete)under cyclic loading in Abaqus has been studied. The steel beam and the concrete parts are modeled as three-dimensional solid parts. You can see a figure of the assembled parts at below The steel material is used for the steel beam ...

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Simulation steel beam-column connection with bolt in Abaqus-Beam failure investigation

In this tutorial, the Simulation steel beam-column connection with bolt-in Abaqus under vertical load-Beam failure investigation- has been studied. The beam with endplate is modeled as a three-dimensional solid part, the column is modeled as a three-dimensional solid part and the ten bolts are modeled as three-dimensional solid parts. You ...

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Bolt failure simulation on the steel beam and column connection in Abaqus

In this tutorial Bolt failure simulation on the steel beam and column connection in Abaqus has been investigated. The bolts, steel beam, and column are modeled as three-dimensional parts. You can see a figure of the assembled parts at below The steel structure is an assemblage of different members such ...

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Simulation Couple Eulerian Lagrangian explosion over RC column with steel beam core in Abaqus

In this tutorial Simulation Couple Eulerian Lagrangian explosion over RC column with steel beam core in Abaqus has been studied. The concrete column and steel beam are modeled as three dimensional part,the domain is modeled as eulerian part with TNT and the bars are modeled as three dimensional wire part ...

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Simulation inclined concrete filled steel tube column (CFST) under axial load in Abaqus

In this tutorial Simulation inclined concrete filled steel tube column (CFST) under axial load in Abaqus has been studied.Concrete core is modeled as three dimensional solid part,steel tube is modeled as shell part and rigid plate as discrete rigid. You can see a figure of the assembled part The application ...

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Simulation steel concrete composite column under vertical and horizontal load in Abaqus

In this tutorial Simulation steel concrete composite column under vertical and horizontal load in Abaqus has been investigated. Steel-concrete composite columns are new composite members. They are widely used due to  their high load-bearing capacity, full usage of materials, high stiffness and ductility and large  energy absorption capacity as pointed ...

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Simulation damage mechanism of beam-column connection under cyclic loading in Abaqus

In this tutorial Simulation damage mechanism of beam-column connection under cyclic loading in Abaqus  has been investigated. The beam and column are modeled as three dimensional shell part.You can see a figure of assembled part at below Steel material is used for beam and column as elastic plastic material combine ...

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Simulation steel beam reinforced concrete under compression load in Abaqus

In this tutorial simulation steel beam reinforced concrete under compression load in Abaqus has been studied.The beam and concrete are modeled as three dimensional part and you can see the assembled part at below The steel beam material is modeled as elastic,plastic and ductile damage behavior and for concrete concrete ...

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Simulation steel beam damage under cyclic loading in Abaqus standard

In this tutorial Simulation steel beam damage under cyclic loading in Abaqus standard has been investigated.Under cyclic loading conditions such as those introduced by earthquake  ground motions, the local buckling is initiated in the compression flange.  However, it disappears and reappears in subsequent cycles. The beam is modeled as three ...

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