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contributor authorXiaobo Luo
contributor authorAmjad J. Aref
contributor authorGary F. Dargush
date accessioned2017-05-08T21:40:28Z
date available2017-05-08T21:40:28Z
date copyrightMay 2012
date issued2012
identifier other%28asce%29cp%2E1943-5487%2E0000150.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59117
description abstractThis paper describes the development of new material architectures for mitigating the effects of impulsive loadings using layered structures. The underlying concept explored in this research relies on stress wave attenuation associated with geometric dispersion phenomena in layered structures. When an incident stress pulse passes through a layered structure, a reduced stress amplitude and elongated pulse duration can be obtained with proper selection of layer materials and dimensions. Consequently, an optimal design procedure is proposed to obtain effective material architectures. The optimization involves tuning material properties and adjusting the length of each layer, along with the total length of a multilayer structure. Attenuation of elastic stress waves propagating through the proposed simple and bundled one-dimensional elastic media are investigated by considering various layered structures situated between free and fixed surfaces.
publisherAmerican Society of Civil Engineers
titleOptimal Design of Bundled Layered Elastic Stress Wave Attenuators
typeJournal Paper
journal volume26
journal issue3
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000143
treeJournal of Computing in Civil Engineering:;2012:;Volume ( 026 ):;issue: 003
contenttypeFulltext


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