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Home / Tag Archives: abaqus concrete structure simulation

Tag Archives: abaqus concrete structure simulation

Abaqus full package, Four Hundred Thirty tutorials, All aspects of simulations and modeling

In the present package, all aspects of the simulations and modeling in Abaqus through four hundred-thirty separated tutorials are investigated. During this full package, you will learn everything and you will be a master in simulation. The package contains all our English tutorials on the website. You can check the ...

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Simulation circular concrete-encased concrete-filled steel tube (CFST) stub columns subjected to axial compression in Abaqus

In this tutorial, the Simulation circular concrete-encased concrete-filled steel tube (CFST) stub columns subjected to axial compression in Abaqus has been investigated. Compared with CFST columns, the advantages of concrete-encased CFST columns include higher stiffness, convenient connection with RC beams, and higher resistance to fire and corrosion. In addition, a ...

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Simulation CFRP jacketed reinforced concrete beam-column joints in Abaqus

In this tutorial simulation CFRP jacketed reinforced concrete beam-column joints in Abaqus has been investigated.Various types of strengthening materials such as steel plates, ferrocement, and fiber reinforced polymers are available in the construction industry to be used for jacketing of the affected components, the most common being steel jackets.These types ...

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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 ...

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Simulation progressive collapse analysis of reinforced concrete structure under blast loading in Abaqus

Progressive collapse refers to the failure of one or a group of key structure load-carrying members that gives rise to a more widespread failure of the surrounding members and partial or complete structure collapse. It is defined as the spread of an initial local failure from element to element resulting ...

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