標(biāo)題: Titlebook: Computational Plasticity; With Emphasis on the Mao-Hong Yu,Jian-Chun Li Book 2012 Zhejiang University Press,Hangzhou and Springer-Verlag Be [打印本頁] 作者: postpartum 時(shí)間: 2025-3-21 17:29
書目名稱Computational Plasticity影響因子(影響力)
作者: 皮薩 時(shí)間: 2025-3-21 22:28
Selection of Static Supply Portfolio (Zyczkowski, 1981; Chen and Saleeb, 1994; Chen et al., 1994; Harris, 1992). A report on “Formulation and Computational Aspects of Plasticity and Damage Models with Application to Quasi-Brittle Materials” was submitted to the Sandia National Laboratories (Chen and Schreyer, 1995). Material models fo作者: badinage 時(shí)間: 2025-3-22 03:30 作者: 帶來墨水 時(shí)間: 2025-3-22 06:08
https://doi.org/10.1007/978-3-319-58823-0ilure) criterion, a limiting stress state for elasticity, or an initial deformation for plasticity. Sometimes it is also used as an associated or non-associated flow rule for plastic constitutive relations.作者: 怒目而視 時(shí)間: 2025-3-22 11:36
Haresh Gurnani,Anuj Mehrotra,Saibal Raytems, only the Huber-von Mises criterion, Drucker-Prager criterion and the Mohr-Coulomb criterion were implemented. Sometimes, the multi-parameters criteria for geomaterials and concrete structures are also used. The twin-shear strength theory has been implemented into special finite element program作者: 強(qiáng)行引入 時(shí)間: 2025-3-22 14:27
Single Vehicle Round-trip Routing,ry, and the subroutine of yield criteria (subroutine “INVAR” to calculate equivalent stresses), the subroutine of flow vector and the subroutine of the corner (subroutine “YIELD” and “FOLWPL” to calculate flow vector) have been introduced in previous chapters. Some simple examples including the plan作者: 強(qiáng)行引入 時(shí)間: 2025-3-22 18:35 作者: 嚴(yán)峻考驗(yàn) 時(shí)間: 2025-3-22 22:18 作者: JEER 時(shí)間: 2025-3-23 04:51 作者: emission 時(shí)間: 2025-3-23 08:31 作者: RADE 時(shí)間: 2025-3-23 11:50
Alexandre Dolgui,Jean-Marie Prothat is caused by excavation and shocks. The dynamic evolution induces a crack field in the wall rock expansion and in the end it caves in. So the mechanics problem in mining is different from other rock engineering problems, such as in powerhouse construction of a hydroelectric power station, traffic作者: giggle 時(shí)間: 2025-3-23 14:19 作者: conjunctiva 時(shí)間: 2025-3-23 20:32
Warehouse Management and Design, common geotechnical engineering problems needing to be addressed in the natural geological environment. The side slope in civil engineering, water conservation engineering as well as traffic engineering is extremely common. Many excellent monographs are devoted to this field (Baker and Gather, 1978作者: resilience 時(shí)間: 2025-3-23 22:46 作者: Debate 時(shí)間: 2025-3-24 03:44 作者: BIDE 時(shí)間: 2025-3-24 06:45
Selection of Dynamic Supply PortfolioThe finite element method (FEM) has now become recognized as a general method with wide applications in engineering and applied mechanics. FEM was originally developed in the field of structural analysis. All the problems were linear in the sense that they involve the solution of sets of linear algebraic equations. It is the linear elastic FEM.作者: nutrition 時(shí)間: 2025-3-24 13:21 作者: CURL 時(shí)間: 2025-3-24 18:48
Inventory Management in Supply Chains,The 2D simulation of normal penetration has been described in Chapter 12. The same problem is re-investigated through 3D simulation using the model proposed by Zhou at Nanyang Technological University (NTU), Singapore, which is the combination of the unified strength theory (Yu, 1998; Yu, 2004) and the experimental data.作者: 聲明 時(shí)間: 2025-3-24 20:31 作者: Flawless 時(shí)間: 2025-3-25 02:40 作者: 碌碌之人 時(shí)間: 2025-3-25 06:50
Plastic Analysis of Footing Foundation Based on the Unified Strength Theory,Bearing capacity of soils and settlement of strip foundations and circular foundation are an important and classical problem. Loads from a structure are transferred to the underlying soil through a foundation such as a footing. The foundation and soils must not collapse or become unstable under any conceivable loading.作者: 天真 時(shí)間: 2025-3-25 09:59 作者: 大看臺(tái) 時(shí)間: 2025-3-25 11:47 作者: appall 時(shí)間: 2025-3-25 18:57 作者: 龍蝦 時(shí)間: 2025-3-25 21:42
Zhejiang University Press,Hangzhou and Springer-Verlag Berlin Heidelberg 2012作者: inflame 時(shí)間: 2025-3-26 00:19
Mao-Hong Yu,Jian-Chun LiFocusing on unified strength theory as a very broad and flexible theory for many materials.Contains new computational results that can be easily adapted for more structures.Provides method to increase作者: 傲慢人 時(shí)間: 2025-3-26 06:25
Advanced Topics in Science and Technology in Chinahttp://image.papertrans.cn/c/image/232903.jpg作者: 沙草紙 時(shí)間: 2025-3-26 11:19 作者: arbovirus 時(shí)間: 2025-3-26 14:43 作者: 誘惑 時(shí)間: 2025-3-26 18:23
https://doi.org/10.1007/978-3-319-58823-0ilure) criterion, a limiting stress state for elasticity, or an initial deformation for plasticity. Sometimes it is also used as an associated or non-associated flow rule for plastic constitutive relations.作者: Nonthreatening 時(shí)間: 2025-3-26 21:35 作者: 調(diào)味品 時(shí)間: 2025-3-27 01:30 作者: Thymus 時(shí)間: 2025-3-27 05:43
Non-Smooth Multi-Surface Plasticity,ilure) criterion, a limiting stress state for elasticity, or an initial deformation for plasticity. Sometimes it is also used as an associated or non-associated flow rule for plastic constitutive relations.作者: ADORE 時(shí)間: 2025-3-27 10:15 作者: Isthmus 時(shí)間: 2025-3-27 15:55
1995-6819 sily adapted for more structures.Provides method to increase.“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作者: 寬宏大量 時(shí)間: 2025-3-27 20:07
Warehouse Management and Design,ial or the formation of conservation laws (Meyer, 1985; Tayler, 1986; Besseling and Liessen, 1994). The results based on these models for describing a phenomenon should agree with existing measurements within a specified accuracy and can be used with confidence to predict future observations and events.作者: saphenous-vein 時(shí)間: 2025-3-27 22:53 作者: 分開如此和諧 時(shí)間: 2025-3-28 04:39 作者: excursion 時(shí)間: 2025-3-28 08:54
Selection of Static Supply Portfolior non-SD materials and SD materials with the emphasis on the yield criteria of materials under complex stress states, multi-parameter criteria for geomaterials and two bounds of the convex yield criteria will be discussed in this chapter.作者: 羅盤 時(shí)間: 2025-3-28 13:58 作者: 商業(yè)上 時(shí)間: 2025-3-28 14:39 作者: 折磨 時(shí)間: 2025-3-28 21:21 作者: 憂傷 時(shí)間: 2025-3-28 23:20
Warehouse Management and Design,; Bishop, 1955; Brand, 1989; Chen, 2003; Chen et al., 2005; Cividin, 2001; Dong et al., 2004; Duncan, 1996; Fredinnd, 1984; Hudson and Harrison, 1997; Janbu, 1973; Leshchinsky, 1990, 1992; Morgenstem, 1992; Morgenstem and Price, 1965; Pan, 1980; Zhang and Zhou, 1997; Zhou and Yang, 2005).作者: LEERY 時(shí)間: 2025-3-29 03:47
Selection of Static Supply Portfoliotrength of materials. The Drucker-Prager criterion contradicts the experimental results of geomaterials. The single-shear theory (Mohr-Coulomb strength theory, 1900) and the twin-shear strength theory (Yu, 1985) are two bounds of the convex strength theory. Each one mentioned above is suitable for only a certain kind of material.作者: 通便 時(shí)間: 2025-3-29 10:13
Inventory Management in Supply Chains, a redistribution of stress in the surrounding rock or soil. The stress state of an underground circular cave or tunnel is shown in Fig. 10.1. The surrounding rock (or soil) is acted upon under the vertical stress σ. and the horizontal stress σ..作者: CHARM 時(shí)間: 2025-3-29 15:19
https://doi.org/10.1007/978-1-84996-017-5heory) and AutoDYN for 2D normal penetration, penetration of concrete slabs using UST and SPH (Smoothed Particle Hydrodynamics) methods will be discussed in this chapter. The 3D penetration and perforation will be studied in the next chapter.作者: 圍裙 時(shí)間: 2025-3-29 16:05 作者: 發(fā)怨言 時(shí)間: 2025-3-29 20:05 作者: 規(guī)章 時(shí)間: 2025-3-30 03:14 作者: 季雨 時(shí)間: 2025-3-30 04:56
Material Models in Computational Plasticity,r non-SD materials and SD materials with the emphasis on the yield criteria of materials under complex stress states, multi-parameter criteria for geomaterials and two bounds of the convex yield criteria will be discussed in this chapter.作者: WITH 時(shí)間: 2025-3-30 09:13 作者: arterioles 時(shí)間: 2025-3-30 13:20
Implementation of the Unified Strength Theory into ABAQUS and its Application,to consolidate their processes and tools, reduce costs and inefficiencies, and gain a competitive advantage. ABAQUS includes many different kinds of material models such as the Drucker-Prager criterion, Mohr-Coulomb criterion and Cambridge constitutive models for use in geotechnical problems (Hibbitte et al., 2002; Zhuang, 1988).作者: insipid 時(shí)間: 2025-3-30 19:00 作者: Enthralling 時(shí)間: 2025-3-30 23:06
Stability of Slope,; Bishop, 1955; Brand, 1989; Chen, 2003; Chen et al., 2005; Cividin, 2001; Dong et al., 2004; Duncan, 1996; Fredinnd, 1984; Hudson and Harrison, 1997; Janbu, 1973; Leshchinsky, 1990, 1992; Morgenstem, 1992; Morgenstem and Price, 1965; Pan, 1980; Zhang and Zhou, 1997; Zhou and Yang, 2005).作者: 粗糙濫制 時(shí)間: 2025-3-31 02:05 作者: 施魔法 時(shí)間: 2025-3-31 06:11 作者: aquatic 時(shí)間: 2025-3-31 10:36
Stress and Strain,quences of the use 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.作者: kindred 時(shí)間: 2025-3-31 14:14 作者: 賞心悅目 時(shí)間: 2025-3-31 18:16
Unified Strength Theory and its Material Parameters,ng the past 100 years. The single-shear criterion Maximum shear criterion (Tresca, 1864), the Huber-von Mises criterion (1904; 1913) and the twin-shear criterion (Yu 1961a; Yu 1983) can be suitable for those materials that have identical strength both in tension and compression. For these materials 作者: sleep-spindles 時(shí)間: 2025-3-31 22:34
Non-Smooth Multi-Surface Plasticity,ilure) criterion, a limiting stress state for elasticity, or an initial deformation for plasticity. Sometimes it is also used as an associated or non-associated flow rule for plastic constitutive relations.
