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خانه / بایگانی برچسب: Abaqus blast simulation

بایگانی برچسب: Abaqus blast simulation

numerical simulation of foam-cored sandwich tubes subjected to internal air blast in Abaqus

Foams, a new class of ultra-light materials, can absorb a large amount of kinetic energy because of their ability to undergo large deformation at a nearly constant plateau stress. Foam-cored sandwich structures have received increasing attention because of their excellent property of withstanding blast loading, and have been extensively used ...

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Simulation blast analyses of insulated concrete sandwich panels using a unified non-linear finite element model

Insulated concrete sandwich panels are comprised of two outer concrete wythes and an inner layer of foam insulation. They have been increasingly used because of their advantages of light weight and energy efficiency. Various shear connectors can be used to connect the two outer concrete wythes. More recently, Fiber-Reinforced Polymer ...

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Simulation blast explosion analysis over sandwich panels (GFRP) in Abaqus

Honeycomb sandwich structures are broadly used in the aerospace and automotive industries, particularly as energy-absorption materials, and there are limited applications in civil infrastructure, such as highway bridges and building construction. Due to their unique and advantageous properties such as high mechanical performance per unit weight and high energy-absorption capability, ...

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ٍSimulation Craters produced by underground explosion in Abaqus by using Eulerian method

Tests of crater formation are appropriate tools to study the blast phenomena, the behavior and destructive power of different explosives and the response of soils and rocks under this type of load. The mechanism of crater formation is complex and it is related to the dynamic physical properties of air, ...

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Simulation failure of RC members under close-in blast loading in Abaqus

Blast incidents in recent years show that most of the terrorist attacks on public structures were explosions within short stand-off distances. In this context, columns are the most vulnerable structural components and their failure is the primary cause for progressive collapse in framed structures. On the other hand, many of ...

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