بایگانی برچسب: High Performance Concrete (UHPC) under four points bending

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 ...

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 ...

In this tutorial, the Simulation air blast explosion over a steel-UHPC-steel sandwich composite beam stud connectors in Abaqus has been studied. The two steel plates with studs are modeled as three-dimensional solid part. The UHPC is modeled as a three-dimensional solid part as a core of the sandwich beam. You ...

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 Dynamic bending simulation of a UHPC beam reinforced with GFRP bars in Abaqus has been investigated. The Uktra-High-Performance concrete  beam is modeled as a three-dimensional solid part. The cohesive layer as an interface between UHPC and GFRP bar is modeled as a three-dimensional solid part. The ...

In this tutorial, the Simulation static bending of the UHPC beam with CFRP pipe core in Abaqus has been investigated. The concrete beam is modeled as three-dimensional solid part. The CFRP pipe core is modeled as a three-dimensional shell part. The rigid body part is used as a force body.You ...

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 ...

In this tutorial, the Simulation four-point bending of the UHPC slab reinforced with steel bars and the GFRP sheet in Abaqus has been investigated. The UHP concrete slab is modeled as a three-dimensional solid part. The steel bars are modeled as three-dimensional wire parts. The GFRP sheet with eight layers ...

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 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 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 ...