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Titlebook: Intermediate Mechanics of Materials; J. R. Barber Textbook 2011Latest edition Springer Science+Business Media B.V. 2011 beams.bending.cyli

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發(fā)表于 2025-3-21 19:34:37 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Intermediate Mechanics of Materials
編輯J. R. Barber
視頻videohttp://file.papertrans.cn/472/471161/471161.mp4
概述Winner of the TAA 2012 “Texty” Textbook Excellence Award.Examples are intelligible both mathematically and intuitively;.Connects the subject matter to the everyday world as well as to engineering anal
叢書名稱Solid Mechanics and Its Applications
圖書封面Titlebook: Intermediate Mechanics of Materials;  J. R. Barber Textbook 2011Latest edition Springer Science+Business Media B.V. 2011 beams.bending.cyli
描述.This book covers the essential topics for a second-level course in strength of materials or mechanics of materials, with an emphasis on techniques that are useful for mechanical design. Design typically involves an initial conceptual stage during which many options are considered.? At this stage, quick approximate analytical methods are crucial in determining which of the initial proposals are feasible. The ideal would be to get within 30% with a few lines of calculation. The designer also needs to develop experience as to the kinds of features in the geometry or the loading that are most likely to lead to critical conditions. .?.With this in mind, the author tries wherever possible to give a physical and even an intuitive interpretation to the problems under investigation. For example, students are encouraged to estimate the location of weak and strong bending axes and the resulting neutral axis of bending before performing calculations, and the author discusses ways ofgetting good accuracy with a simple one degree of freedom Rayleigh-Ritz approximation. Students are also encouraged to develop a feeling for structural deformation by performing simple experiments in their outside
出版日期Textbook 2011Latest edition
關(guān)鍵詞beams; bending; cylinders; deformation; elasticity; energy methods; failure; kinematics; material behavior; m
版次2
doihttps://doi.org/10.1007/978-94-007-0295-0
isbn_softcover978-94-007-3416-6
isbn_ebook978-94-007-0295-0Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightSpringer Science+Business Media B.V. 2011
The information of publication is updating

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沙發(fā)
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板凳
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https://doi.org/10.1007/978-94-007-0295-0beams; bending; cylinders; deformation; elasticity; energy methods; failure; kinematics; material behavior; m
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Shear and Torsion of Thin-walled Beams,s of loading that give rise to normal stresses σ. on transverse planes .=., where c is a constant. It is also worth noting that the combination of an axial force and a bending moment is equivalent to an equal axial force with a different line of action (see for example §5.5.2).
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Curved Beams,ss section is uniform along the length, which is much larger than any other linear dimension. However, the resulting equations are so simple that engineers routinely apply them outside this restrictive context and this usage is appropriate as long as we recognize that the resulting approximation may underestimate the bending stresses.
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Material Behaviour and Failure,Most calculations in mechanics of materials are performed in order to predict whether a given component will fail in service or to determine dimensions or other design specifications to ensure that the probability of failure is acceptably low.
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