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Titlebook: Design and Computation of Modern Engineering Materials; Andreas Öchsner,Holm Altenbach Book 2014 Springer International Publishing Switzer

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书目名称Design and Computation of Modern Engineering Materials
编辑Andreas Öchsner,Holm Altenbach
视频video
概述Presents the latest results related to design and computation of engineering materials and structures.Covers the classical fields of mechanical, civil and materials engineering up to biomechanics and
丛书名称Advanced Structured Materials
图书封面Titlebook: Design and Computation of Modern Engineering Materials;  Andreas Öchsner,Holm Altenbach Book 2014 Springer International Publishing Switzer
描述The idea of this monograph is to present the latest results related to design and computation of engineering materials and structures. The contributions cover the classical fields of mechanical, civil and materials engineering up to biomechanics and advanced materials processing and optimization. The materials and structures covered can be categorized into modern steels and titanium alloys, composite materials, biological and natural materials, material hybrids and modern joining technologies. Analytical modelling, numerical simulation, the application of state-of-the-art design tools and sophisticated experimental techniques are applied to characterize the performance of materials and to design and optimize structures in different fields of engineering applications.
出版日期Book 2014
关键词Clay Thermodynamics; Fretting Fatigue; Steel Biomechanics; Titanium Alloy Models; Welding Joints
版次1
doihttps://doi.org/10.1007/978-3-319-07383-5
isbn_softcover978-3-319-38377-4
isbn_ebook978-3-319-07383-5Series ISSN 1869-8433 Series E-ISSN 1869-8441
issn_series 1869-8433
copyrightSpringer International Publishing Switzerland 2014
The information of publication is updating

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Lecture Notes in Computer Scienceimulate their main nonlinear effects, the influence of the bedding length of lintel on the ultimate bearing capacity of some masonry walls with openings has been investigated. Three-storey masonry walls with door openings were analyzed. Unreinforced and confined masonry walls were considered. There
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Perfect Timed Communication Is Hard for static and dynamic analysis of masonry structures, which can simulate the most important nonlinear effects of masonry, concrete, reinforcement and soil, was used. Two–storey unreinforced and confined masonry walls, with and without openings, with good and poor quality of masonry, are analyzed.
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Some Notes on Floating Quantifierse bridges with corrugated steel webs have emerged as one of the promising bridge forms. This structural form provides excellent structural efficiency with the concrete flanges primarily taking bending and the corrugated steel webs taking shear. Most beam theories proposed for this type of bridges ha
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https://doi.org/10.1007/978-1-4020-6204-9is components. Therefore, a finite element model can be used to predict mechanical failure. The purpose of this study was to develop a three-dimensional model of the cemented hip femoral prosthesis and to carry out finite element analysis to evaluate stress distributions in the bone, the cement and
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