Computational Plasticity With Emphasis on the Application of the Unified Strength Theory /

• Κύριοι συγγραφείς: Yu, Mao-Hong (Συγγραφέας), Li, Jian-Chun (Συγγραφέας)
• Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
• Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Berlin, Heidelberg : Springer Berlin Heidelberg : Imprint: Springer, 2012.
• Σειρά: Advanced Topics in Science and Technology in China,
• Θέματα: Materials science.; Mechanical engineering.; Civil engineering.; Materials Science.; Materials Science, general.; Mechanical Engineering.; Civil Engineering.

 “Computational Plasticity with Emphasis on the Application of the Unified Strength Theory” explores a new and important branch of computational mechanics and is the third book in a plasticity series published by Springer. The other two are: Generalized Plasticity, Springer: Berlin, 2006; and Structural Plasticity, Springer and Zhejiang University Press: Hangzhou, 2009.   This monograph describes the unified strength theory and associated flow rule, the implementation of these basic theories in computational programs, and shows how a series of results can be obtained by using them. The unified strength theory has been implemented in several special nonlinear finite-element programs and commercial Finite Element Codes by individual users and corporations. Many new and interesting findings for beams, plates, underground caves, excavations, strip foundations, circular foundations, slop, underground structures of hydraulic power stations, pumped-storage power stations, underground mining, high-velocity penetration of concrete structures, ancient structures, and rocket components, along with relevant computational results, are presented.   This book is intended for graduate students, researchers and engineers working in solid mechanics, engineering and materials science. The theories and methods provided in this book can also be used for other computer codes and different structures. More results can be obtained, which put the potential strength of the material to better use, thus offering material-saving and energy-saving solutions.   Mao-Hong Yu is a professor at the Department of Civil Engineering at Xi'an Jiaotong University, Xi'an, China. 

 Introduction -- Stress and Strain -- Material Models in Computational Plasticity -- Unified Strength Theory and Its Material Parameters -- Non-Smooth Multi-Surface Plasticity -- Implementation of the Unified Strength Theory into FEM Codes -- Examples of the Application of Unified Elasto-Plastic Constitutive Relations -- Strip with a Circular Hole under Tension and Compression -- Plastic Analysis of Footing Foundation Based on the Unified Strenghth Theory -- Underground Caves, Tunnels and the Excavation of Hydraulic Power Station.-Implementation of the Unified Strength Theory into ABAQUS and its Application -- 2D Simulation of Normal Penetration Using the Unified Strength Theory -- 3D Simulation of Normal and Oblique Penetration and Perforation -- Underground Mining -- Reinforced Concrete Beam and Plate -- Stability Analysis of Underground Caverns Based on the Unified Strength Theory -- Stability of Slope.- Unified Strength Theory and FLAC.- Mesomechanics and Multiscale Modelling for Yield Surface -- Miscellaneous Issues: Ancient Structures, Propellant of Solid Rocket, Parts of Rocket and Generator.