Finite element modeling of precast wall panel connection under monotonic loading in Abaqus has been investigated during this tutorial. Both concrete walls are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. The three solid steel bars are modeled as three-dimensional solid parts. You can see ...

ادامه نوشته »## Simulation SPH explosion over a composite column(Steel cover+Concrete+CFRP I shape beam) in Abaqus

Simulation SPH explosion over a composite column(Steel cover+Concrete+CFRP I shape beam) in Abaqus has been investigated in the present tutorial. The steel cover and CFRP I shape beam are modeled as three-dimensional shell parts. The concrete and TNT are modeled as three-dimensional solid parts. You can see a figure of ...

ادامه نوشته »## Simulation of high-velocity impact on the Ceramic-Glass polypropylene (GFPP) panel in Abaqus

Simulation of high-velocity impact on the Ceramic-Glass polypropylene (GFPP) panel in Abaqus has been done in this tutorial. The ceramic is modeled as a three-dimensional solid part. The GFPP part is modeled as a three-dimensional shell part with some layers. You can see a figure of the assembled parts below ...

ادامه نوشته »## Simulation air blast load over a laced reinforced concrete with wood cover in Abaqus

Simulation air blast load over a laced reinforced concrete with wood cover in Abaqus has been studied in this simulation. The concrete beam is modeled as a three-dimensional solid part. The laced steel reinforcements are modeled as wire parts. The wood cover is modeled as a shell part with some ...

ادامه نوشته »## Simulation CFRP for seismic strengthening of shear controlled RC column in Abaqus

Simulation CFRP for seismic strengthening of shear controlled RC column in Abaqus has been studied in this tutorial. The concrete column is modeled as a three-dimensional solid part, the steel reinforcements are modeled as three-dimensional wirt part, and the CFRP is modeled as a shell part. You can see a ...

ادامه نوشته »## Simulation of Flexural Behavior of Laced Reinforced Concrete Beam in Abaqus

Simulation of Flexural Behavior of Laced Reinforced Concrete Beam in Abaqus has been investigated in the present study. The concrete beam is modeled as a three-dimensional solid part. The laced steel reinforcements are modeled as three-dimensional wire parts. The hydraulic jacks are modeled as rigid parts. You can see a ...

ادامه نوشته »## Numerical simulation of concrete-filled double skin steel tubular (CFDST) structure subjected to underwater explosion loading in Abaqus

Numerical simulation of concrete-filled double skin steel tubular (CFDST) structure subjected to underwater explosion loading in Abaqus has been don in this example. The concrete column is modeled as a three-dimensional solid part. The inner and outer steel tubes are modeled as shell parts. The air, water, and TNT are ...

ادامه نوشته »## Cyclic Test Simulation of Concrete-Filled Steel Column in Abaqus-Validation Analysis

The Cyclic Test Simulation of Concrete-Filled Steel Column in Abaqus-Validation Analysis has been done in this tutorial. The steel box column, ribs, and stiffener plates are modeled as three-dimensional shell parts. The two concrete blocks are modeled as three-dimensional solid parts. You can see the figures of the assembled parts ...

ادامه نوشته »## Simulation of hollow-core slabs under fire conditions and four-point bending in Abaqus

In this tutorial, the Simulation hollow-core slab under fire conditions and four-point bending in Abaqus has been investigated. Precast/prestressed concrete hollow core (PCHC) slabs with a reduction in self-weight due to longitudinal voids, and without shear reinforcement due to the extrusion method are most susceptible to shear failure. When subjected ...

ادامه نوشته »## Simulation of rigid impact on the composite panel(Aluminum and Wood) in Abaqus-Damage investigation

In this tutorial, the Simulation of rigid impact on the composite panel(Aluminum and Wood) in Abaqus has been investigated. The rigid impactor is modeled as the shell part. The aluminum plate is modeled as a three-dimensional solid part. The wood layer is modeled as a three-dimensional part with some layers. ...

ادامه نوشته »## Simulation bending test of the steel-concrete composite beam in SRC structures considering bond-slip behavior in Abaqus

In this tutorial, the Simulation bending test of the steel-concrete composite beam in SRC structures considering bond-slip behavior in Abaqus has been investigated. The steel-concrete composite beam is modeled as a three-dimensional solid part. The steel reinforcements are modeled as the wire parts. You can see a figure of the ...

ادامه نوشته »## Using ceramic plates as shielding for concrete blocks against projectile penetration-SPH method

In this tutorial, the Simulation of ceramic plates as shielding for concrete blocks against projectile penetration(SPH method) has been done. The ceramic plate and Ultra-High-Performance-Concrete are modeled as three-dimensional solid parts. The bullet is modeled as a solid part. You can see a figure of the assembled parts below In ...

ادامه نوشته »## Simulation of the UHPC beam-column joint reinforced with steel angle and bolts in Abaqus

In this tutorial, the Simulation of the UHPC beam-column joint reinforced with steel angle and bolts in Abaqus has been investigated. The Ulta-High-Performance-Concrete beam-column joint is modeled as a three-dimensional solid part. The steel bar and strips are modeled as three-dimensional wire parts. The steel angle, plates, and bolts are ...

ادامه نوشته »## Simulation load bearing capacity of a composite joint between a reinforced concrete column and a steel beam in Abaqus

In this tutorial, the Simulation load bearing capacity of a composite joint between a reinforced concrete column and a steel beam in Abaqus has been done. The concrete column is modeled as a three-dimensional solid part. The steel beam and column are modeled as three-dimensional solid parts. The steel bar ...

ادامه نوشته »## Simulation dynamic compression test of a steel column with the UHPC core in interaction with a concrete foundation in Abaqus

In this tutorial, the Simulation dynamic compression test of a steel column with the UHPC core in interaction with a concrete foundation in Abaqus has been investigated. The concrete foundation and column are modeled as three-dimensional solid parts. The steel column and steel stiffener angles are modeled as shell parts. ...

ادامه نوشته »## Simulation and Analysis of the Seismic Behavior of Prefabricated Semirigid Steel Frame with X-Shaped Brace in Abaqus

In this tutorial, the Simulation and Analysis of the Seismic Behavior of a Prefabricated Semirigid Steel Frame with X-Shaped Brace in Abaqus has been done. The steel column and beam are modeled as three-dimensional parts. The steel plate as stiffeners and braces are modeled as three-dimensional parts. You can see ...

ادامه نوشته »## Simulation cyclic loading of a steel beam-column joint with welded steel angle and stiffeners in Abaqus

In this tutorial, the Simulation cyclic loading of a steel beam-column joint with welded steel angle and stiffeners in Abaqus. Box column, steel beam angles, and stiffeners are modeled as the three-dimensional solid part. If a structural steel member is subjected to a cyclically varying load of sufficient amplitude it ...

ادامه نوشته »## Cyclic behavior of exposed base plates with extended anchor bolts in Abaqus

Column base connections are among the most critical components of Steel Moment Frames, their behavior profoundly influences the overall performance of SMFs. Early investigations on Column-base connections alongside remarkable experimental programs on large-scale specimens. have provided insight into their behavior and failure modes. These tests led to the development of ...

ادامه نوشته »## Simulation Pull-Out test of a ribbed steel bar from the UHPC part in Abaqus

In this tutorial, the Simulation Pull-Out test of a ribbed steel bar from the UHPC part in Abaqus has been investigated. The steel bar is imported to Abaqus from the CAD software because of the complex geometry as a solid part. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. ...

ادامه نوشته »## Damage and crack identification in concrete by using piezoelectric material in Abaqus

In this tutorial, the Damage and crack identification in concrete by using piezoelectric material in Abaqus has been simulated. The concrete part with the initial crack is modeled as a three-dimensional solid part. The PZT parts are modeled as three-dimensional solid parts. You can see a figure of the assembled ...

ادامه نوشته »## Simulation air blast load over a composite beam(Wood+Aluminum) in Abaqus

In this example, the Simulation air blast load over a composite beam(Wood+Aluminum) in Abaqus has been investigated. The wood slab is modeled as a three-dimensional solid part with tension and compression zones. The aluminum beam is modeled as a three-dimensional shell part. You can see a figure of the assembled ...

ادامه نوشته »## Simulation air blast load over a reinforced concrete beam with spiral GFRP bar in Abaqus

In this tutorial, the Simulation air blast load over a reinforced concrete beam with a spiral GFRP bar in Abaqus has been investigated. The concrete beam is modeled as a three-dimensional solid part, the spiral GFRP is a solid part also. The steel reinforcements are modeled as three-dimensional wire parts. ...

ادامه نوشته »## fire analysis of a composite beam(RC concrete slab+ steel beam)under bending load in Abaqus

In this tutorial, the fire analysis of a composite beam (RC concrete slab+ steel beam) under bending load in Abaqus has been done. The concrete slab is modeled as a three-dimensional solid part. The steel reinforcements are modeled as wire parts. The steel beam is modeled as a three-dimensional solid ...

ادامه نوشته »## Simulation compression test of a concrete column reinforced with GFRP bars and strips in Abaqus

In this tutorial, the Simulation compression test of a concrete column reinforced with GFRP bars and strips in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The GFRP bars and strips are modeled as three-dimensional solid parts. You can see a figure of the ...

ادامه نوشته »## Investigation on the repeated impact responses of circular concrete-filled double-tube (CFDT) members in Abaqus

In this tutorial, the Investigation on the repeated impact responses of circular concrete-filled double-tube (CFDT) members in Abaqus have been studied. The two concrete cores are modeled as three-dimensional solid parts. The two steel tubes are modeled as three-dimensional solid parts. The rigid hammer as an impact is used also. ...

ادامه نوشته »## Simulation air blast explosion over a composite panel(Silica glass-Aluminum-CFRP) in Abaqus

In this tutorial, the Simulation air blast explosion over a composite panel(Silica glass-Aluminum-CFRP) in Abaqus has been investigated. The silica glass is modeled as a three-dimensional part. The aluminum as the middle layer is modeled as a three-dimensional solid part. The CFRP as the backplate is modeled as a shell ...

ادامه نوشته »## Simulation cyclic loading of a steel beam-column joint filled with the UHPC and welded stiffeners in Abaqus

In this tutorial, the Simulation cyclic loading of a steel beam-column joint filled with the UHPC and welded stiffeners in Abaqus has been done. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The steel beam and column are modeled as three-dimensional shell parts. The stiffeners are modeled as three-dimensional ...

ادامه نوشته »## Finite element analysis of progressive collapse of reinforced ,Ultra-High-Performance-Concrete frame

In this tutorial, the Finite element analysis of the progressive collapse of reinforced, Ultra-High-Performance-Concrete frame has been investigated. The UHPC frame is modeled as a three-dimensional solid part. The steel reinforcements are modeled as three-dimensional wire parts. You can see a figure of the assembled parts below Progressive collapse is ...

ادامه نوشته »## Simulation of a CEL large-scale bomb explosion(Nuclear detonation) near a building in Abaqus

In this tutorial, the Simulation of a CEL large-scale bomb explosion (Nuclear detonation) near a building in Abaqus has been investigated. A nuclear explosion releases vast amounts of energy in the form of blasts, heat, and radiation. An enormous Shockwave reaches speeds of many hundreds of kilometers an hour. The blast ...

ادامه نوشته »## Simulation compression test of a composite column(wood-uhpc-steel cover) in Abaqus

In this tutorial, the Simulation compression test of a composite column(wood-uhpc-steel cover) in Abaqus has been investigated. The wood core and Ulta-High-Performance-Concrete parts are modeled as three-dimensional solid parts. The steel cover is modeled as a shell part. You can see a figure of the assembled parts below Wood columns ...

ادامه نوشته »## Simulation Phantom aircraft collision on a concrete wall in Abaqus

In this tutorial, the Simulation Phantom aircraft collision with a concrete wall in Abaqus has been investigated. The concrete wall is modeled as a three-dimensional solid part. The Phantom is imported as an input geometry to Abaqus as a shell part. You can see a figure of the parts below ...

ادامه نوشته »## Simulation air blast analysis of a composite column(wood-concrete-CFRP) in Abaqus

In this tutorial, the Simulation air blast analysis of a composite column(wood-concrete-CFRP) in Abaqus has been investigated. The wood is modeled as a three-dimensional solid part with two layers of tension and compression. The concrete is modeled as a three-dimensional solid part. The steel bars and strips are modeled as ...

ادامه نوشته »## Simulation bending test of a composite beam(wood-UHPC-Steel) in Abaqus

In this tutorial, the Simulation bending test of a composite beam(wood-UHPC-Steel) in Abaqus has been done. The wood is modeled as a three-dimensional solid part with two layers, the top layer is in compression, and the bottom is in tension. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The ...

ادامه نوشته »## Simulation under water explosion by using CEL method near a floating structure in Abaqus

In this tutorial, the Simulation under-water explosion by using the CEL method near a floating structure in Abaqus has been investigated. The aluminum hull is modeled as a three-dimensional thick shell part. The Soil, TNT, Water, and Air are modeled as three-dimensional parts inside the Eulerian domain. You can see ...

ادامه نوشته »## Simulation CEL explosion near a stone wall covered with cloth concrete in Abaqus

In this tutorial, the Simulation CEL explosion near a stone wall covered with cloth, and concrete in Abaqus has been investigated. The stone wall and cloth, concrete are modeled as three-dimensional solid parts. The TNT is a solid sphere, and the Eulerian domain is a 3D body. You can see ...

ادامه نوشته »## Simulation of Push-Out test on a new shear connector of I-Shape in Abaqus

In this tutorial, the Simulation of the Push-Out test on a new shear connector of the I-Shape in Abaqus has been investigated. The concrete is modeled as a three-dimensional solid part. The steel reinforcements are modeled as wire parts. The steel beam and connector are modeled as three-dimensional solid part. ...

ادامه نوشته »## Simulation air blast load over a RC beam reinforced with Cloth Concrete cover in Abaqus

In this tutorial, the Simulation air blast load over a RC beam reinforced with Cloth Concrete cover in Abaqus has been done, The normal concrete core is modeled as a three-dimensional solid part. The cloth concrete part is modeled as a three-dimensional patrt. The steel bar and strips are modeled ...

ادامه نوشته »## Simulation full three Dimensional fire analysis of a Reinforced concrete beam in Abaqus-Sequential Coupling Technique

In this tutorial, the Simulation full three Dimensional fire analysis of a Reinforced concrete beam in Abaqus-Sequential Coupling Technique- has been investigated. The concrete beam is modeled as a three-dimensional solid part,. The longitudal bar and strips are modeled as three-dimensional solid part. You can see a figure of the ...

ادامه نوشته »## Simulation CEL explosion inside the RC UHPC building in Abaqus-Damage investigation

In this tutorial, the Simulation CEL explosion inside the RC UHPC building in Abaqus-Damage investigation has been done The Ulta-High-Performance-Concrete(UPHC) building is modeled as a three-dimensional solid part. The reinforcements are modeled as wire part. The TNT is shpere part inside the Eulerian domain. You can see figures of the ...

ادامه نوشته »## Simulation compression test of a RC column with spiral CFRP with fully damaged behaviour in Abaqus

In this tutorial, the Simulation compression test of a RC column with spiral CFRP with fully damaged behaviour in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The spiral CFRP is modeled as a three-dimensional solid part. The steel bar is modeled as a ...

ادامه نوشته »## Simulation air blast explosion over RC column with spiral strip and steel tube cover in Abaqus

In this tutorial, the Simulation air blast explosion over RC column with spiral strip and steel tube cover in Abaqus has been done. The concrete column is modeled as a three-dimensional solid part. The spiral strips and bars are modeled as three-dimensional wire part. The steel tube as cover is ...

ادامه نوشته »## Air blast explosion over a rienforced concrete column with spiral CFRP strip in Abaqus

In this tutorial, the Air blast explosion over a rienforced concrete column with spiral CFRP strip in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The steel strips and bars are modeled as three-dimensional wire part. The spiral CFRP part is modeled as a ...

ادامه نوشته »## Simulation CEL explosion of steel-UHPC composite RC beam(column) with multiple encased steel profiles in Abaqus

In this tutorial, the Simulation CEL explosion of steel-UHPC composite RC beam(column) with multiple encased steel profiles in Abaqus has been done. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The bar and strip are modeled as three-dimensional wire parts. The steel beam core and TNT part are modeled ...

ادامه نوشته »## Simulation compression test of CFRP composite spirals in circular hollow UHPC columns in Abaqus

In this tutorial, the Simulation compression test of CFRP composite spirals in circular hollow UHPC columns in Abaqus has been done. The Ultra-High-Performace-Concrete column is modeled as a three-dimensional solid part. The spiral CFRP part is modeled as a solid part, the longitudinal steel bar is modeled as a wire ...

ادامه نوشته »## Simulation dynamic bending test of steel-UHPFRC composite beam(column) with multiple encased steel profiles in Abaqus

In this tutorial, the Simulation dynamic bending test of steel-concrete composite beam(column) with multiple encased steel profiles in Abaqus has been done. The beam(column) part is modeled as a three-dimensional solid part, the two steel beam parts are modeled as three-dimensional solid part. You can see a figure of the ...

ادامه نوشته »## Damage prediction of concrete gravity dams subjected to two underwater explosion shock loading

In this tutorial, the simulation of Damage prediction of concrete gravity dams subjected to underwater explosion shock loading has been done. The concrete dam is modeled as a three-dimensional solid part. The TNT, water, and air are modeled as eulerian part. The rock foundation is modeled as a three-dimensional solid ...

ادامه نوشته »## Simulation of concrete-encased CFST box stub columns under axial compression in Abaqus

In this tutorial, the Simulation of concrete-encased CFST box stub columns under axial compression in Abaqus has been done. The concrete column is modeled as a three-dimensional solid part. The steel pipes are modeled as three-dimensional solid part also, and the steel bar and strips are modeled as the wire ...

ادامه نوشته »## شبیه سازی تست فشار ستون بتنی با لوله های فولادی پر شده با بتن در نرم افزار آباکوس

در این ویدئوی آموزشی به شبیه سازی تست فشار ستون بتنی با لوله های فولادی پر شده با بتن در نرم افزار آباکوس پرداخته ایم. مدلسازی به صورت سه بعدی بوده و ستون بتنی به صورت سالید، لوله های فولادی به صورت سالید، میلگردها و خاموت ها به صورت سیمی ...

ادامه نوشته »## Simulation RC beam column joint reinforced with steel plates and rods under vertical load in abaqus

In this tutorial, the Simulation RC beam column joint reinforced with steel plates and rods under vertical load in abaqus has been investigated. The concrete beam-column is modeled as a three-dimensional solid part. The steel bar and strip are modeled as three-dimensional wire part. The steel plates and rods are ...

ادامه نوشته »## Simulation five point bending of a composite concrete beam(NSC+UHPFRC) in Abaqus

In this tutorial, the Simulation five point bending of a composite concrete beam(NSC+UHPFRC) in Abaqus has been done. The normal strength concrete beam as a cover is modeled as a three-dimensional solid part. The Ultra-High-Performace-Fiber-Reinforce-Concrete core is modeled as the a three-dimensional solid part. The steel bars and strips are ...

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