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Unified Strength Theory and Its Applications

Autor Mao-Hong Yu
en Limba Engleză Hardback – 8 ian 2004
It has been ten years since I presented the paper entitled “A new model and theory on yield and failure of materials under the complex stress state” at 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 presented the paper at another session. Few days before the conference, I had given a seminar regarding the tw- shear strength theory and the unified strength theory at Nagoya Technological University. These were the first two presentations of the unified strength theory, although I had completed the research of the unified strength theory in 1990. The paper “Twin-shear strength theory and its generalization” was published in the English edition of Sciences in China, the top journal in China, in 1985. The th original generalized twin-shear strength theory was presented at the 16 International Theoretical and Applied Mechanics Congress held at Copenhagen in Denmark and MPA (MaterialPrüfungsAnstalt) at Stuttgart University, Germany in 1984. After this Congress I visited the MPA and School of Civil Engineering of Stuttgart University, and gave a seminar regarding the generalized twin-shear strength theory at MPA of Stuttgart University. Professor Otto Mohr (1835–1918) has had worked at the Stuttgart University. He was a very good professor, his lectures aroused great interest in his students.
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Specificații

ISBN-13: 9783540437215
ISBN-10: 3540437215
Pagini: 436
Ilustrații: XX, 412 p.
Dimensiuni: 155 x 235 x 29 mm
Greutate: 0.79 kg
Ediția:2004
Editura: Springer Berlin, Heidelberg
Colecția Springer
Locul publicării:Berlin, Heidelberg, Germany

Public țintă

Research

Cuprins

Stress States of Elements.- Unified Yield Criteria.- Verification of the Yield Criterion.- Extended Unified Yield Criterion.- Basic Characteristics of Strength of Materials under Complex Stress.- Unified Strength Theory.- Experimental Verification of Strength Theory.- Applications of the Unified Yield Criterion.- The Effects of Failure Criteria on Structural Analysis.- Historical Reviews.- References and Bibliography.- Author Index.

Textul de pe ultima copertă

This is a completely new theory dealing with the yield and failure of materials under multi-axial stresses. It provides a system of yield and failure criteria adopted for most materials, from metallic materials to rocks, concretes, soils, polymers etc. The Unified Strength Theory has been applied successfully to analyse the elastic limit, plastic limit capacities, the dynamic response behavior for some structures under static and moderate impulsive load, and may be implemented in some elasto-plastic finite element computer codes. The Unified Strength Theory is described in detail and by using this theory a series of results can be obtained. The Unified Strength Theory can improve the conservative Mohr-Coulomb Theory, and since intermediate principal stress is not taken into account in the Mohr-Coulomb theory and most experimental data is not pertainable to the Mohr-Coulomb Theory, a considerable economic benefit may be obtained. The book can also increase the effect of most commercial finite element computer codes.

Caracteristici

Comprehensive textbook for graduate students and a desk reference for engineering researchers Presents the main contents of engineering strength theory, state-of-the-art research results, and particularly the Unified Strength Theory and its experimental verifications and applications

Recenzii

“The treatise with its systematic and integrated approach to the strength design of various engineering structures under the complex stress state is competently written by an author who with his associates has made some notable contributions. … The book presents an important contribution to the field and is highly recommended to graduate students, engineers and researchers interested in the mechanics of the failure of materials.” (M. Cengiz Dökmeci, zbMATH 1403.74003, 2019)

Notă biografică

Yu Mao-Hong is a Professor at Xi'an Jiao Tong University, China. He has been studying the strength theory of materials and structures for a long time since he graduated from Zhejiang University in 1955. He proposed the Twin-shear Yield Criterion for metals, the Twin-shear Strength Theory for geo-materials and the Unified Strength Theory for different kinds of materials for metals(1961)/for geo-materials(1985)/for different kinds of materials(1991). The twin shear unified strength theory has been written into more than 300 monographs and textbooks.
Yu Mao-Hong is the winner of the National Natural Science Price of China and the winner of the Ho Leung Ho Lee Foundation Mechanics Prize. His research areas focus on Mechanics of Materials, Plasticity, Structural Mechanics, non-linear FEM, Soil Mechanics and Rock Mechanics.
Yu Mao-Hong has already published the followed monographs with Springer:
  1. Unified Strength Theory and Its Applications (2004)
  2. Generalized Plasticity (2006)
  3. Structural Plasticity: Limit, Shakedown and Dynamic Plastic Analyses of Structures (2009)
  4. Computational Plasticity: With Emphasis on the Application of the Unified Strength Theory (2012)

Descriere

Descriere de la o altă ediție sau format:

This book thoroughly describes a theory concerning the yield and failure of materials under multi-axial stresses – the Unified Strength Theory, which was first proposed by the author and has been frequently quoted since. It provides a system of yield and failure criteria adopted for most materials, from metals to rocks, concretes, soils, and polymers. This new edition includes six additional chapters: General behavior of Strength theory function; Visualization of the Unified Strength Theory; Equivalent Stress of the UST and Comparisons with other criteria; Economic Signification of the UST; General form of failure criterion; Beauty of Strength Theories. It is intended for researchers and graduate students in various fields, including engineering mechanics, material mechanics, plasticity, soil mechanics, rock mechanics, mechanics of metallic materials and civil engineering, hydraulic engineering, geotechnical engineering, mechanical engineering and military engineering.