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Abstracts
Paper deals with the stress concentration problem in civil engineering structures, especially damaged and possibility of their reduction using of polymer flexible joints. This aspect was analyzed based on a numerical model, as well as a simple bar model of flexible joint of nonlinear characteristic, which was described by linear constitutive equations.
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online
2015-05-18
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author
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Publication order reference
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bwmeta1.element.ojs-nameId-6e3e8ea9-5a94-37a7-828b-e6cd5da23db6-year-2015-article-2181
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