Titlebook: Unified Strength Theory and Its Applications; Mao-Hong Yu Book 2004 Springer-Verlag Berlin Heidelberg 2004 Strength of materials.damage.da

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Stress States of Elements,quences of materials and structures by means of continuous functions. A material is a point (element), and a structure is a body. The structure may be considered as a partly ordered set of material elements (points) filling a structure (body). The cube is often used as an element. An element that ca

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Negligible

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Amorous

Unified Strength Theory,uring the past 100 years. The Tresca criterion (1864), the von Mises criterion (1913) and the twin-shear stress criterion (Yu 1961a) can be suitable for those materials that have the identical strength both in tension and compression. For these materials the shear yield stresses are τ.=0.5σ. and τ.=

Horizon

CLEFT

The Effects of Failure Criteria on Structural Analysis,ures. A famous example was given by Humpheson and Naylor (1975), and was further studied by Zienkiewicz and Pande (1977). Figure 10.1 shows some differences between results the obtained for a plane strain flexible footing on a weightless material (Humpheson and Naylor 1975). The Mohr-Coulomb strengt

Mawkish

Historical Reviews,lei in his book .. The widely studied field of dynamics attracted the attention of the Church and other people. The strength of materials, however, was little understand by many people. The concepts of stress, complex stress and strength of materials under the complex stress are not directly perceiv

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Cervical-Spine

Book 2004t the Sixth Conference on Mechanical Behaviour of Materials held at Kyoto, Japan in 1991. The proceedings edited by Jono and Inoue were published by Pergamon Press in 1991. At that conference Professor Murakami and I were invited to act as the chairperson and co-chairperson of a session, and I prese