بایگانی برچسب: Numerical simulation of Ultra High Performance Concrete

This tutorial investigates the Simulation of Shearing and bending Capacity of Concrete Beams Reinforced with Carbon Fiber Truss in Abaqus. The Ultra-High-Performance-Concrete beam is modeled as a three-dimensional solid part. The bar and strips are modeled as wire parts. The CFRP composite is modeled as a truss-shaped shell with eight ...

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 ...

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 ...

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 ...

In this tutorial, the Simulation cyclic loading of a composite Column(UHPC + Steel box) in Abaqus has been studied. The Ultra-High-Performance Concrete column is modeled as a three-dimensional solid part. The steel box cover is modeled as a three-dimensional shell part. You can see a figure of the assembled parts ...

In this tutorial, the Simulation dynamic bending test of an interior voided RC UHPC beam in Abaqus has been studied. The Ultra-High-Performance Concrete beam is modeled as three-dimensional solid part with interior sphere voids. The steel bar and strips are modeled as three-dimensional wire parts. The rigid bodies are used ...

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 ...

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 ...

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 ...

In this tutorial, the Simulation dynamic bending test of a composite panel( UHPC-NSC) in Abaqus has been investigated. The Ultra-High-Performance Concrete and Normal Strength Concrete are modeled as three-dimensional solid parts. The steel bars are modeled as three-dimensional wire part. A shell rigid body is used as a hydraulic jack ...

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 ...

In this tutorial, the Simulation compression test of an encased steel-UHPC composite column using Abaqus has been done. The UHPC column is modeled as a three-dimensional solid part. The I shape steel column is modeled as a three-dimensional solid part. The steel bars and strips are modeled as three-dimensional wire ...

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 ...

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 ...

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 ...

In this tutorial, the simulation elliptical ultra-high-performance concrete-filled steel tabular column under compression load in Abaqus has been investigated. Elliptical concrete-filled steel tubular (CFST) columns have recently attracted significant attention because of their increased strength and stiffness compared with empty elliptical hollow sections. The UHPC core is modeled as a ...

In this tutorial, the numerical simulation of a reinforced foamed concrete beam containing partial cement replacement has been investigated. Construction materials using concrete is the primary building element of structures worldwide at present. The application of concrete in civil engineering is vast ranging from construction of bridges, dams to roads ...

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 ...

In this tutorial, the Simulation four points bending of Ultra High Performance Concrete beam with steel beam core in Abaqus has been done. UHPC possesses a compressive strength greater than 21.7 ksi (150 Mpa) and a flexural strength greater than 0.72 ksi (10 Mpa) at 28 days. The concept of ...

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 ...

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 ...

In this tutorial. the Numerical simulation of Ultra-High-Performance Concrete (UHPC) under four points bending in Abaqus has been investigated. Although concrete is the most universally used material in building there are still some limitations to its use, such as low tensile strength and brittleness. Ultra-High Performance Concrete (UHPC), a cutting-edge ...