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

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書目名稱Design and Computation of Modern Engineering Materials
編輯Andreas ?chsner,Holm Altenbach
視頻videohttp://file.papertrans.cn/269/268527/268527.mp4
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
叢書名稱Advanced Structured Materials
圖書封面Titlebook: Design and Computation of Modern Engineering Materials;  Andreas ?chsner,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
關鍵詞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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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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