In this tutorial, the Simulation bending test of the steel-concrete composite beam in SRC structures considering bond-slip behavior in Abaqus has been investigated. The steel-concrete composite beam is modeled as a three-dimensional solid part. The steel reinforcements are modeled as the wire parts. You can see a figure of the ...
ادامه نوشته »Simulation dynamic four points bending of the timber wood beam reinfroced with CFRP rod and Glue in Abaqus
In this tutorial, the Simulation dynamic four points bending of the timber wood beam reinfroced with CFRP rod and Gluein Abaqus has been investigated. The wood beam is modeled as a three-dimensional solid part with two compression and tension sections. The adhesive and CFRP rod also is modeled as 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 three point bending of a RC beam reinforced with CFRP in Abaqus
In this tutorial, the Simulation three point bending of a RC beam reinforced with CFRP in Abaqus has been investigated. The concrete beam is modeled as a three-dimensional solid part. The steel bars and strips are modeled as three-dimensional wire parts. The CFRP sheet is modeled as a three-dimensional shell ...
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 damaged concrete beam with initial residual stress reinforced with CFRP sheet under bending load in Abaqus
In this tutorial, the Simulation damaged concrete beam with initial residual stress reinforced with CFRP sheet under bending load in Abaqus has been investigated. The concrete beam is modeled as a three-dimensional solid part. The CFRP sheet is model as a three-dimensional shell part. In this tutorial, at the first ...
ادامه نوشته »Numerical simulation of three-point bending of the composite panel(ceramic-Steel-Aluminum) in Abaqus
In this tutorial, Numerical simulation of three-point bending of the composite panel(ceramic-Steel-Aluminum) in Abaqus has been investigated. The ceramic and steel plates are modeled as a three-dimensional solid part. The aluminum core with honeycomb shape is modeled as a three-dimensional shell part. Three rigid bodies are used to define hydraulic ...
ادامه نوشته »Simulation flexural behavior of the steel beam reinforced with CFRP in Abaqus
In this tutorial, the Simulation flexural behavior of the steel beam reinforced with CFRP in Abaqus has been investigated. The steel beam and CFRP sheet are modeled as three-dimensional shell parts. The rigid bodies are modeled as a discrete rigid body. You can see a figure of the assembled parts ...
ادامه نوشته »Simulation flexural response of aluminium alloy profile in Abaqus- Damage investigation
In this tutorial, the Simulation flexural response of aluminum alloy profile in Abaqus- Damage investigation- has been studied. Aluminum alloys are used across a range of structural engineering applications, with square and rectangular hollow sections being a popular cross-section shape. This can be particularly beneficial for enhancing resistance to local ...
ادامه نوشته »numerical simulation of an aluminium-concrete beam in Abaqus
In this tutorial, An numerical simulation of an aluminum-concrete beam in Abaqus has been investigated. Contemporary designers should look for new solutions supporting sustainable construction. Aluminium-concrete composite structures have a lot of applications thanks to the corrosion-resistance and lightness of the aluminum beam. They may be used in composite bridges[4,5,6,7] ...
ادامه نوشته »Flexural Behavior of Concrete Filled Square Steel Tube with Inner CFRP Circular Tube in Abaqus
In this tutorial, Flexural Behavior of Concrete Filled Square Steel Tube with Inner CFRP Circular Tube in Abaqus has been studied. Owing to the development of concrete technology and the demand of practical engineering, high strength concrete has been widely used in construction. The weakness of high strength concrete is ...
ادامه نوشته »Simulation steel pipe reinforcement with CFRP layouts in Abaqus under three points bending
In this tutorial Simulation steel pipe reinforcement with CFRP layouts in Abaqus under three points bending has been studied. Circular hollow section (CHS) are widely used in many applications but predominantly used as pipelines in the oil and gas industry. Natural resources like oil and gas constitute the major share ...
ادامه نوشته »Simulation profiled steel deck composite slab system under four point bending in Abaqus
In this tutorial simulation profiled steel deck composite slab system under four point bending in Abaqus has been studied. Composite slabs comprised of cold-formed profiled steel sheet and structural concrete topping are commonly used nowadays for the construction of buildings. In this system, steel deck serves as a permanent form ...
ادامه نوشته »ٍSimulation of laminated composites subjected to three-point bending in Abaqus
In this tutorial simulation of laminated composites subjected to three-point bending in Abaqus has been investigated.structural applications like aircraft and automobiles because of their high specific stiffness, high specific strength, good fatigue resistance and light weight coupled with an increasing emphasis on energy conservation. The forced assembly is a common ...
ادامه نوشته »Simulation concrete beam-column joints in Abaqus and damage investigation
In this tutorial simulation concrete beam-column joints in Abaqus has been studied. Strengthening of existing reinforced concrete structures is now a major part of the construction activity all over the world. The RCC structures constructed across the world are often found to exhibit distress and suffer damage, even before service ...
ادامه نوشته »An numerical simulation of an aluminium-concrete beam with steel connectors under four point bending load
This tutorial presents a numerical analysis of the resistance and stiffness of an aluminium-concrete beam with steel connectors. Aluminium-concrete structures are less known than steel and concrete composite structures, they do, however, have a lot of applications.Contemporary designers should look for new solutions supporting sustainable construction.Aluminium-concrete composite structures have a ...
ادامه نوشته »Three point bending simulation of concrete slab reinforced with bars and FRP in Abaqus
In this tutorial three point bending simulation of concrete slab reinforced with bars and FRP in Abaqus has been investigated.The widespread successful use of composite materials in the automotive, naval and sporting goods industries has resulted in a technology transfer to civil infrastructure applications. Fiber-reinforced polymers (FRP) are impacting the international ...
ادامه نوشته »An Investigation into the Axial Capacity of Concrete Filled Double Skin Tube Columns in Abaqus
Traditionally, columns have been constructed from materials which are strong enough to withstand the combined effects of vertical loads and moments applied to it. The most common materials used for constructing columns are either reinforced concrete (RC) or structural steel. This is due to previous robust experimental research work which ...
ادامه نوشته »Simulation Composite Behavior of Concrete Board Covered Light Steel Floors under Flexure
The basic idea in composite construction is to use the advantages of both steel and concrete materials while avoiding their inherent disadvantages. In order for this idea to work, steel and concrete parts should be fully connected so that no delamination and/or slip can occur between the two parts. This ...
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