Titlebook: Inelastic Behaviour of Plates and Shells; IUTAM Symposium, Rio Luiz Bevilacqua,Raúl Feijóo,Roger Valid Conference proceedings 1986 Springer

Intellectual

Neutral-Spine

假設(shè)

Commonwealth

Derivation of the Inelastic Behaviour of Plates and Shells From the Three Dimensional Models and Exfunction can be expressed in terms of resultant in-plane stresses and bending moments. The success of such a formulation is due principally to its simplicity as a natural generalization of the elastic theory of plates and shells. Besides the well-known difficulty on an adequate expression of the ado

易受刺激

仇恨

噴油井

tolerance

Individual

Reference Stress Concepts for the High Temperature Deformation and Rupture of Cyclically Loaded Shedeformations and material damage to be dominant factors affecting load- carrying capacity. Constitutive equations are proposed which reflect the micro-mechanical laws of damage growth, and it is demonstrated how these equations can then be used to determine results at the structural level which form

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