001437479 000__ 03596cam\a2200529\i\4500
001437479 001__ 1437479
001437479 003__ OCoLC
001437479 005__ 20230309004150.0
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001437479 007__ cr\cn\nnnunnun
001437479 008__ 210619s2021\\\\sz\a\\\\ob\\\\001\0\eng\d
001437479 019__ $$a1257017958
001437479 020__ $$a9783030760359$$q(electronic bk.)
001437479 020__ $$a3030760359$$q(electronic bk.)
001437479 020__ $$z9783030760342
001437479 020__ $$z3030760340
001437479 0247_ $$a10.1007/978-3-030-76035-9$$2doi
001437479 035__ $$aSP(OCoLC)1257077424
001437479 040__ $$aEBLCP$$beng$$erda$$epn$$cEBLCP$$dYDX$$dGW5XE$$dOCLCO$$dOCLCF$$dUKAHL$$dOCLCQ$$dCOM$$dOCLCO$$dOCLCQ
001437479 049__ $$aISEA
001437479 050_4 $$aQA808$$b.O34 2021
001437479 08204 $$a531$$223
001437479 1001_ $$aÖchsner, Andreas,$$eauthor.
001437479 24510 $$aClassical beam theories of structural mechanics /$$cAndreas Öchsner.
001437479 264_1 $$aCham :$$bSpringer,$$c[2021]
001437479 264_4 $$c©2021
001437479 300__ $$a1 online resource (193 pages) :$$billustrations (some color)
001437479 336__ $$atext$$btxt$$2rdacontent
001437479 337__ $$acomputer$$bc$$2rdamedia
001437479 338__ $$aonline resource$$bcr$$2rdacarrier
001437479 504__ $$aIncludes bibliographical references and index.
001437479 5050_ $$aIntroduction to Continuum Mechanical Modeling -- Euler-Bernoulli Beam Theory -- Timoshenko Beam Theory -- Higher-Order Beam Theories -- Comparison of the Approaches -- Outlook: Finite Element Approach -- Appendix.
001437479 506__ $$aAccess limited to authorized users.
001437479 520__ $$aThis book provides a systematic and thorough overview of the classical bending members based on the theory for thin beams (shear-rigid) according to Euler-Bernoulli, and the theories for thick beams (shear-flexible) according to Timoshenko and Levinson. The understanding of basic, i.e., one-dimensional structural members, is essential in applied mechanics. A systematic and thorough introduction to the theoretical concepts for one-dimensional members keeps the requirements on engineering mathematics quite low, and allows for a simpler transfer to higher-order structural members. The new approach in this textbook is that it treats single-plane bending in the x-y plane as well in the x-z plane equivalently and applies them to the case of unsymmetrical bending. The fundamental understanding of these one-dimensional members allows a simpler understanding of thin and thick plate bending members. Partial differential equations lay the foundation to mathematically describe the mechanical behavior of all classical structural members known in engineering mechanics. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law, and the equilibrium equation, these partial differential equations that describe the physical problem can be derived. Nevertheless, the fundamental knowledge from the first years of engineering education, i.e., higher mathematics, physics, materials science, applied mechanics, design, and programming skills, might be required to master this topic.
001437479 588__ $$aDescription based on print version record.
001437479 650_0 $$aMechanics.
001437479 650_0 $$aMechanics, Applied.
001437479 650_6 $$aMécanique.
001437479 650_6 $$aMécanique appliquée.
001437479 655_0 $$aElectronic books.
001437479 77608 $$iPrint version:$$aÖchsner, Andreas$$tClassical Beam Theories of Structural Mechanics$$dCham : Springer International Publishing AG,c2021$$z9783030760342
001437479 852__ $$bebk
001437479 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-030-76035-9$$zOnline Access$$91397441.1
001437479 909CO $$ooai:library.usi.edu:1437479$$pGLOBAL_SET
001437479 980__ $$aBIB
001437479 980__ $$aEBOOK
001437479 982__ $$aEbook
001437479 983__ $$aOnline
001437479 994__ $$a92$$bISE