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 »Dynamic bending simulation of a UHPC beam reinforced with GFRP bars in Abaqus
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 ...
ادامه نوشته »Simulation static bending of the UHPC beam with CFRP pipe core in Abaqus
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 ...
ادامه نوشته »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 ...
ادامه نوشته »Simulation four-point bending of the UHPC slab reinforced with steel bars and GFRP sheet in Abaqus
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 ...
ادامه نوشته »Simulation four points bending of Ultra High Performance Concrete beam with steel beam core in Abaqus
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 ...
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 ...
ادامه نوشته »Numerical simulation of Ultra High Performance Concrete (UHPC) under four points bending in Abaqus
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 ...
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