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 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 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 ...
ادامه نوشته »Simulation air blast load over a composite beam( UHPFRC- Steel beam with Shear stud) in Abaqus
In this tutorial, the Simulation air blast load over a composite beam( UHPFRC- Steel beam with Shear stud) in Abaqus has been investigated. The Ultra-High-Performance-Fiber-Reinforced Concrete is modeled as a three-dimensional solid part. The stud is modeled as a three-dimensional solid part. The steel beam is modeled as a three-dimensional ...
ادامه نوشته »Simulation bending test of the UHPFRC beam reinforced with BFRP lamina in Abaqus
In this tutorial, the Simulation bending test of the UHPFRC beam reinforced with BFRP lamina in Abaqus has been investigated. The UHPFRC beam is modeled as a three-dimensional solid part. The BFRP lamina with eight layers is modeled as a shell part. The steel bars and strips are modeled as ...
ادامه نوشته »Simulation curved steel–UHPC–steel double skin composite panel under bending load in Abaqus
In this tutorial, the Simulation curved steel–UHPC–steel double skin composite panel under bending load in Abaqus has been investigated. The UHPC panel is modeled as a three-dimensional solid part. The steel skins are modeled as three-dimensional shell parts. You can see a figure of the assembled parts below Steel–UHPC–steel double ...
ادامه نوشته »Simulation air blast explosion over the composite RC slab( UHPC and NSC) in Abaqus
In this tutorial, the Simulation air blast explosion over the composite RC slab( UHPC and NSC) in Abaqus has been investigated. the Ultra High Performance Concrete(UHPC) and Normal Strength Concrete(NSC) are modeled as three-dimensional solid part. The UHPC is the upper face and the NSC is the bottom part. The ...
ادامه نوشته »Simulation cyclic loading over an Ultra-High-Performance-Fiber-Reinforcement Concrete column in Abaqus
In this tutorial, the Simulation cyclic loading over a Ultra-High-Performance-Fiber-Reinforcement Concrete column in Abaqus has been studied. The UHPFRC column is modeled as a three-dimensional solid part. You can see a figure of the assembled part below Ultra-high performance fiber reinforced concrete (UHPFRC) is a special type of concrete produced ...
ادامه نوشته »Simulation four point bending of the UHPFRC beam in Abaqus
In this tutorial, the Simulation four point bending of the UHPFRC beam in Abaqus has been done. The UHPFRC beam is modeled as a three-dimensional solid part. Steel bars and strips are modeled as three-dimensional wire part. Two rigid bodies are used as hydraulic jack to apply the displacement on ...
ادامه نوشته »Simulation Ultra High Performance Concrete beam-column joint under cyclic loading in Abaqus
In this tutorial, the Simulation Ultra High Performance Concrete beam-column joint under cyclic loading in Abaqus has been investigated. The UHPC beam-column joint is modeled as a three-dimensional solid part. The steel bars and strips are modeled as three-dimensional wire part. You can see a figure of the assembled parts ...
ادامه نوشته »Simulation compression test of the UHPFRC column with internal CFRP box in Abaqus
In this tutorial, the Simulation compression test of the UHPFRC column with internal CFRP box in Abaqus has been investigated. The Ultra-High-Performance-Fiber-Reinforced concrete is modeled as a three-dimensional solid part. The CFRP internal box is modeled as a three-dimensional shell part. Two rigid bodies are used as supporter and body ...
ادامه نوشته »Simulation Ultra-high-Performance circular short CFST column in Abaqus under compression test
In this tutorial, the Simulation Ultra-high-Performance circular short CFST column in Abaqus under compression test has been investigated.The concrete core is modeled as a three-dimensional solid part. The steel tube is modeled as a three-dimensional shell part. You can see a figure of the assembled parts below CFST columns are ...
ادامه نوشته »Simulation air blast explosion over composite panel(UHPFR concrete-Steel plate) in Abaqus
In this tutorial, the Simulation air blast explosion over composite panel(UHPFR concrete-Steel plate) in Abaqus is investigated. The Ultra-High-Performance-Fiber-Reinforced concrete is modeled as a three-dimensional solid part. The steel plate is modeled as a three-dimensional solid part. The steel bars are modeled as three-dimensional wire parts. You can see figures ...
ادامه نوشته »Simulation RC column with ultra high performance fiber reinforced concrete under compression load in Abaqus
In this tutorial, the Simulation RC column with ultra-high performance fiber reinforced concrete under a compression load in Abaqus has been investigated. The next generation of concrete, Ultra-High Performance Fibre Reinforced Concrete (UHP-FRC), exhibits exceptional mechanical characteristics. UHP-FRC has a compressive strength exceeding 150 MPa, tensile strength in the range ...
ادامه نوشته »Simulation rigid impact on the ultra-high performance fiber reinforced concrete slab in Abaqus
In this tutorial, the Simulation rigid impact on the ultra-high performance fiber reinforced concrete slab in Abaqus has been investigated. UHP-FRC is a new class of concrete that has been developed to give a significantly higher material performance in comparison to its concrete counterparts. UHP-FRC exhibits superior mechanical characteristics, including ...
ادامه نوشته »Simulation three points bending of Ultra High Performance Concrete beam with metal foam in Abaqus
In this tutorial, the Simulation three points bending of Ultra High Performance Concrete beam with metal foam in Abaqus has been investigated. The concrete beam and metal foam or titanium foam are modeled as three-dimensional solid parts. Three rigid bodies are used to consider boundary and force parts. You can ...
ادامه نوشته »Simulation ultra high performance fiber reinforced concrete beam under four points bending in Abaqus
In this tutorial, the Simulation ultra-high-performance fiber-reinforced concrete beam under four points bending in Abaqus has been investigated. Extensive research and development efforts, over the past three decades, to improve properties of concrete have led to the emergence of ultra-high performance concrete(UHPC). UHPC possesses very high compressive strength, good tensile ...
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