有作用 发表于 2025-3-21 17:35:27
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Book 2013rive the simpler, kinematically linear 3-D theory and to provide the foundation for developing consistent theories of kinematic nonlinearity and linearity for specialized continua, such as beams and plates, and finite element methods for these structures. .A formulation in terms of the versatile BudFLIP 发表于 2025-3-22 01:55:42
0925-0042 ese structures. .A formulation in terms of the versatile Budiansky-Hutchinson notation is used as basis for the theories for these structures and structural elements, as well as for an in-depth treatment of structural instability..978-94-007-9558-7978-94-007-5766-0Series ISSN 0925-0042 Series E-ISSN 2214-7764Offstage 发表于 2025-3-22 04:51:39
Book 2013rity for specialized continua, such as beams and plates, and finite element methods for these structures. .A formulation in terms of the versatile Budiansky-Hutchinson notation is used as basis for the theories for these structures and structural elements, as well as for an in-depth treatment of structural instability..儿童 发表于 2025-3-22 11:00:17
Large Displacements and Large Strainsbody) with the stresses (internal forces in the body). For the sake of preventing misunderstandings regarding the issue of this I emphasize that, in order to find the solution to any static problem in solid or structural mechanics, we need the full set of equations, namely the kinematic, the static,宽度 发表于 2025-3-22 14:41:03
http://reply.papertrans.cn/31/3074/307368/307368_6.png宽度 发表于 2025-3-22 18:50:29
http://reply.papertrans.cn/31/3074/307368/307368_7.png得罪人 发表于 2025-3-22 23:32:46
Shear Deformation of Linear Elastic Beam Cross-Sectionsy elongate or shorten. This idea is in the spirit of Bernoulli-Euler beam theory, whose generalized strains are the axial strain and the curvature strain, see Sects. 7.5, 7.3 and 7.2 and therefore these beams only have two generalized stresses, namely the axial force N and the bending moment M which不利 发表于 2025-3-23 03:56:44
Unconstrained Torsionrs under torsion often remain in the plane. In principle, torsion of straight, one-dimensional members is relatively easy and therefore we did not devote space for that subject but introduce it here through the example below.Neuralgia 发表于 2025-3-23 07:33:48
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