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Titlebook: Methods of Analysis and Solutions of Crack Problems; George C. Sih (Professor Mechanics and Director of Book 1973 Springer Science+Busines

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書目名稱Methods of Analysis and Solutions of Crack Problems
編輯George C. Sih (Professor Mechanics and Director of
視頻videohttp://file.papertrans.cn/633/632430/632430.mp4
叢書名稱Mechanics of Fracture
圖書封面Titlebook: Methods of Analysis and Solutions of Crack Problems;  George C. Sih (Professor Mechanics and Director of Book 1973 Springer Science+Busines
描述It is weH known that the traditional failure criteria cannot adequately explain failures which occur at a nominal stress level considerably lower than the ultimate strength of the material. The current procedure for predicting the safe loads or safe useful life of a structural member has been evolved around the discipline oflinear fracture mechanics. This approach introduces the concept of a crack extension force which can be used to rank materials in some order of fracture resistance. The idea is to determine the largest crack that a material will tolerate without failure. Laboratory methods for characterizing the fracture toughness of many engineering materials are now available. While these test data are useful for providing some rough guidance in the choice of materials, it is not clear how they could be used in the design of a structure. The understanding of the relationship between laboratory tests and fracture design of structures is, to say the least, deficient. Fracture mechanics is presently at astandstill until the basic problems of scaling from laboratory models to fuH size structures and mixed mode crack propagation are resolved. The answers to these questions require
出版日期Book 1973
關(guān)鍵詞fracture; fracture mechanics; mechanics; resistance; structure
版次1
doihttps://doi.org/10.1007/978-94-017-2260-5
isbn_softcover978-90-481-8246-6
isbn_ebook978-94-017-2260-5
copyrightSpringer Science+Business Media B.V. 1973
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Field singularities and related integral representations, strains are related to one another by Hooke’s law. Emphasis will be placed on field singularities due to cracks. Moreover the analysis will be confined to fields of plane strain and to special cases of axial symmetry. The results for plane strain apply to cases of plane stress, if the familiar appr
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