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Titlebook: Recent Advances in Computational Mechanics and Simulations; Volume-I: Materials Sandip Kumar Saha,Mousumi Mukherjee Conference proceedings

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书目名称Recent Advances in Computational Mechanics and Simulations
副标题Volume-I: Materials
编辑Sandip Kumar Saha,Mousumi Mukherjee
视频video
概述Discusses recent advancements in computational mechanics and simulations.Describes mathematical models of physical real-life problems and their solutions.Beneficial to researchers and academics from c
丛书名称Lecture Notes in Civil Engineering
图书封面Titlebook: Recent Advances in Computational Mechanics and Simulations; Volume-I: Materials  Sandip Kumar Saha,Mousumi Mukherjee Conference proceedings
描述This book presents selected papers from the 7th International Congress on Computational Mechanics and Simulation, held at IIT Mandi, India. The papers discuss the development of mathematical models representing physical phenomena and apply modern computing methods to analyze a broad range of applications including civil, offshore, aerospace, automotive, naval and nuclear structures. Special emphasis is given on simulation of structural response under extreme loading such as earthquake, blast etc. The book is of interest to researchers and academics from civil engineering, mechanical engineering, aerospace engineering, materials engineering/science, physics, mathematics and other disciplines..
出版日期Conference proceedings 2021
关键词Computational Fluid Dynamics; Finite Element Analysis; Numerical Methods; Reliability Analysis; Simulati
版次1
doihttps://doi.org/10.1007/978-981-15-8138-0
isbn_softcover978-981-15-8140-3
isbn_ebook978-981-15-8138-0Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
The information of publication is updating

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On Flexure of Shear Deformable Isotropic Rectangular Propped Cantilever Beams the beam thickness. These theories satisfy transverse shear stress-free beam surface conditions. Hence, these theories do not require a shear correction factor. Effects of the beam thickness-to-length ratio on the location of maximum beam transverse displacement and values of maximum non-dimensiona
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Progressive Collapse Potential of Steel Frames Sustaining Post-Hazard Support-Yieldingrying support conditions as fixed, hinged or roller; whilst joints adjacent to the lost column are changed to pinned connections. The effect of material properties degradation is also evaluated considering variation in steel grade. The progressive collapse potential is seen to be higher for frames w
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Finite Element Studies and Dynamic Analysis of Initially Stressed Functionally Graded Plates Using a plate structure is idealized into an assemblage of nine-noded isoparametric quadrilateral elements with twelve degrees of freedom per node. Hamilton’s principle is used for the formulation. The effect of in-plane pre-stress is taken care by calculating the geometric stiffness matrix. The same shape
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Interaction of Higher Buckling Modes in Uniformly Compressed Simply Supported Unstiffened Platesing the reduction in the ultimate strength. A similar reduction in the ultimate strength due to buckling mode interactions are also found in CFS plain equal angle sections, as such sections composed of only unstiffened plates which buckle simultaneously. In sections like plain channels, where additi
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