Titlebook: Dynamic Behavior of Soft and Hard Materials, Volume 2; Proceedings of 13th R. Velmurugan,G. Balaganesan,Krishnan Kanny Conference proceedi

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Numerical Modelling and Simulation of Stiffened Mild Steel Panel Subjected to Near-Field Blast Loaditructure is complicated even with numerical analysis owing to its high nonlinearity. In the present work, an attempt has been made to investigate the numerical response of mild steel plates with different stiffener cross-sections subjected to near-field blast loading. The numerical model is develope

Arrhythmia

Dynamic Responses of Monolithic and Corrugated Sandwich Al 7075T-6 Panels under Blast Loading: A Comigher strength than monolithic plates with lower density. The rectangular core and the 60. inner angle trapezoidal core of two distinct corrugated panels are modeled in the ANSYS workbench. Explicit dynamics and non-linear finite element method is used to perform blast loading simulations. Euler and

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PAGAN

objection

Damage Evaluation of Tunnel Due to Internal Blast in Adjacent Tunnels it increasingly powerful. The tunnel design, construction planning and the study of its behavior under different loading conditions involve many interdisciplinary aspects of geological, geotechnical and structural engineering. It is a complex mechanism of soil-structure interaction strongly influe

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Analytical and Numerical Studies of Hemispherical Closure Shell Subjected to Blast Loading things. To protect the lives of people, critical ammunition and to handle NBC warfare situations, hardened structures/shelter homes are constructed. Such building structures require a particular type of component, called Blast Valve, which fulfils the requirement of ventilation in the meantime as w

Bouquet

许可

Influence of Different Ground Parameters on Energy Transfer under Blast Loadingto armored vehicles against buried blasts depends on the energy transferred from the blast to the target. The underestimation of blast energy leads to design of a weak protection system. Underestimating the blast energy could result in an insufficient protection system; conversely, the protection sy

Lipoma

Behaviour of RC Slab Subjected to Blast Loadingelement (FE) simulations using software LS-DYNA R8.1.0 are used to evaluate and compare the response of RC slabs under different blast loadings of 2, 4 and 6 kg TNT, at a stand-off distance of 1.5 m from the surface of the slab. RC slab of size 3.6 m × 3.0 m × 0.2 m, reinforced on one face with two-