بایگانی برچسب: abaqus bearing capacity simulation

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 Finite element modeling of reinforced concrete beams externally strengthened in flexure with side-bonded CFRP laminates in Abaqus has been done. The concrete beam and epoxy glue are modeled as three dimensional part,the CFRP is modeled as three dimensional shell part,the bar is modeled as three dimensional wire ...

In this tutorial Simulation Shear Capacity of L-Shaped Angle Shear Connectors in Abaqus has been studied.Composite beams are recognized for their high strength and stiffness and reliable structural behaviour. The strength and ductility of shear connectors play a vital role in the design of composite beams. The successful design of ...

In this tutorial Simulation CFRP retrofit of concrete circular column in Abaqus has been investigated. A considerable number of existing reinforced concrete columns do not meet present needs in terms of strength, ductility and durability. Repair and/or strengthening may be needed when columns are damaged under external loads, such as ...

In this tutorial Simulation bearing capacity of a three dimensional square foundation in Abaqus base on the Sam Helwany’s book has been investigated. To model soil and foundation a one three dimensional part is used.You can see a figure about it at below The elastic and cap plasticity with cap ...