作者: A保存的 時(shí)間: 2025-3-21 20:41 作者: archenemy 時(shí)間: 2025-3-22 01:17 作者: CRANK 時(shí)間: 2025-3-22 07:54 作者: 笨重 時(shí)間: 2025-3-22 10:40
Shakedown Analysis of Rotating Cylinder and Disc,account when subjected to cyclic-variation loading. The shakedown theorem and analysis of structures were described in the literature (.; .; .; .; Mroz et al., 1995; Weichert et al., 2000). Limits to shakedown loads were discussed by (.), (.) and others.作者: 一瞥 時(shí)間: 2025-3-22 15:44 作者: 邊緣帶來墨水 時(shí)間: 2025-3-22 18:05
Plastic Limit Analysis for Simply Supported Circular Plates,y (.). Nine cases including a simply supported circular plate, clamped circular plate, annular plate, a built-in at inner edge and simply supported along the outer edge plate, shearing force along the outer edge and built-in at the inner edge, etc. were studied (.). A systematical summary was given by (.), (.); (.), (.), (.), (.) and (.).作者: 涂掉 時(shí)間: 2025-3-22 23:06
Plastic Limit Analysis of Pressure Vessels,f thin-walled pressure vessels. The result using the Huber-von Mises yield criterion for a spherical vessel is similar to that using the Tresca yield criterion. These solutions are applicable only for non-SD materials. It can be seen in the textbook of plasticity.作者: FICE 時(shí)間: 2025-3-23 02:15 作者: certitude 時(shí)間: 2025-3-23 06:29
1995-6819 f structures.Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structur作者: Chronic 時(shí)間: 2025-3-23 13:33 作者: 笨拙處理 時(shí)間: 2025-3-23 14:46
Book 2009ich cannot be obtained by using a single criterion, is suitable to more materials and structures...Maohong Yu is professor of Department of Civil Engineering at Xi‘a(chǎn)n Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity"..作者: 橢圓 時(shí)間: 2025-3-23 19:02
Projectile Penetration into Semi-infinite Target,vities and estimated forces on conical nose punches pushed slowly into metal targets. Later (.) and (.) derived and discussed the dynamic and spherically symmetric cavity-expansion equations for an incompressible target material.作者: Gum-Disease 時(shí)間: 2025-3-23 23:10
Introduction,d monographs on structural plasticity and plastic design have been published since the 1950s (.; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .). The European Recommendations for the design of steelwork and reinforced concrete structures apply widely the plastic behavior of materials (.)作者: Aqueous-Humor 時(shí)間: 2025-3-24 06:10 作者: Mucosa 時(shí)間: 2025-3-24 07:59 作者: 折磨 時(shí)間: 2025-3-24 12:37
Theorems of Limit Analysis, inelastic solid will yield at a specific magnitude of the applied load. The corresponding load is called the elastic limit of the structure. If the external load exceeds the elastic limit, a plastic region starts to spread through the structure. With further expansion of the yield area, the displac作者: Malcontent 時(shí)間: 2025-3-24 16:57
Plastic Limit Analysis for Simply Supported Circular Plates,pacity of circular plates is crucial for optimum structural design. The load-bearing capacity of circular plates by using the Tresca yield criterion and Huber-von Mises criterion has been given by (.), (.), and (.), et al. The design of circular plates based on the plastic limit load was discussed b作者: 神秘 時(shí)間: 2025-3-24 20:18 作者: famine 時(shí)間: 2025-3-25 02:09
Plastic Limit Analysis of Annular Plate,is of the plate is important in revealing its structural behavior and load-bearing capacity. The load-bearing capacity of circular plates has been given in terms of the Huber-von Mises criterion (.) and the Tresca yield criterion (.). The results are applicable for the materials which has τ.=0.5. . 作者: Nomadic 時(shí)間: 2025-3-25 06:25 作者: 笨拙的你 時(shí)間: 2025-3-25 07:54 作者: alcohol-abuse 時(shí)間: 2025-3-25 13:06
Dynamic Plastic Response of Circular Plate,e for structures because of the plastic constitutive model. The first solution to the dynamic response of a rigid and simply supported circular plate was derived by Hopkins and Prager in 1954. Over the past fifty years very many research efforts have been concentrated on this subject by considering 作者: 慷慨援助 時(shí)間: 2025-3-25 19:47 作者: 最高峰 時(shí)間: 2025-3-25 19:57 作者: Modify 時(shí)間: 2025-3-26 01:41 作者: Delectable 時(shí)間: 2025-3-26 04:50 作者: Tailor 時(shí)間: 2025-3-26 12:13 作者: ANA 時(shí)間: 2025-3-26 14:19
Shakedown Analysis of Rotating Cylinder and Disc,lied on the cylinders. Elasto-plastic analyses are needed for the cylinders under static loadings and the shakedown of cylinders should be taken into account when subjected to cyclic-variation loading. The shakedown theorem and analysis of structures were described in the literature (.; .; .; .; Mro作者: exercise 時(shí)間: 2025-3-26 19:26 作者: Axon895 時(shí)間: 2025-3-27 00:32
1995-6819 f Civil Engineering at Xi‘a(chǎn)n Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity"..978-3-540-88152-0Series ISSN 1995-6819 Series E-ISSN 1995-6827 作者: 中和 時(shí)間: 2025-3-27 04:43 作者: genuine 時(shí)間: 2025-3-27 09:04 作者: 鞠躬 時(shí)間: 2025-3-27 11:31 作者: 序曲 時(shí)間: 2025-3-27 15:14 作者: Enthralling 時(shí)間: 2025-3-27 19:55 作者: Introvert 時(shí)間: 2025-3-27 23:52
are often not available, and because experimental replication remains surprisingly difficult. The same is true with image manipulation, where tools exist for detecting certain kinds of manipulations, but where the tools are also easily defeated..This lecture looks at how to prevent violations of res作者: 名詞 時(shí)間: 2025-3-28 06:08
g from the interference, mobility, and wireless resource constraints and (2) an algorithmic problemwith fundamental algorithmic functions within wireless resource management and protocols. Table of Contents: Preface / Basics of Quality of Service in Wireless Networks / QoS-Aware Resource Allocation 作者: 減震 時(shí)間: 2025-3-28 06:36
g from the interference, mobility, and wireless resource constraints and (2) an algorithmic problemwith fundamental algorithmic functions within wireless resource management and protocols. Table of Contents: Preface / Basics of Quality of Service in Wireless Networks / QoS-Aware Resource Allocation 作者: acquisition 時(shí)間: 2025-3-28 13:13 作者: Conduit 時(shí)間: 2025-3-28 18:34 作者: cuticle 時(shí)間: 2025-3-28 22:10
enes is rarely discussed. There are many "how to" guides for particular methods, but few texts that start with the purpose of a study and then discuss the impor978-3-031-01089-7978-3-031-02217-3Series ISSN 1946-7680 Series E-ISSN 1946-7699 作者: 宣傳 時(shí)間: 2025-3-29 01:36 作者: 動(dòng)物 時(shí)間: 2025-3-29 05:36
e tools exist for detecting certain kinds of manipulations, but where the tools are also easily defeated..This lecture looks at how to prevent violations of res978-3-031-01178-8978-3-031-02306-4Series ISSN 1947-945X Series E-ISSN 1947-9468 作者: irreparable 時(shí)間: 2025-3-29 07:47 作者: 儀式 時(shí)間: 2025-3-29 14:15 作者: 注入 時(shí)間: 2025-3-29 16:11 作者: Intervention 時(shí)間: 2025-3-29 20:48 作者: inhumane 時(shí)間: 2025-3-30 02:52 作者: Postmenopause 時(shí)間: 2025-3-30 05:15
thin wireless resource management and protocols. Table of Contents: Preface / Basics of Quality of Service in Wireless Networks / QoS-Aware Resource Allocation 978-3-031-01354-6978-3-031-02482-5Series ISSN 1933-9011 Series E-ISSN 1933-902X 作者: 禍害隱伏 時(shí)間: 2025-3-30 11:54
Advanced Topics in Science and Technology in Chinahttp://image.papertrans.cn/t/image/880016.jpg作者: degradation 時(shí)間: 2025-3-30 12:48
https://doi.org/10.1007/978-3-540-88152-0ATSTC; Fundament; ZJUP; dynamic plastic behavior; plastic limit analysis; shakedown analyses; structural p作者: CAPE 時(shí)間: 2025-3-30 17:26
Plastic Analysis of Orthogonal Circular Plate,Many plates used in practical engineering are strengthened by stiffeners to achieve high strength and low structural weight. Stiffeners are usually placed along the orthogonal directions. Thus a plate strengthened with stiffeners will exhibit structural plane orthotropy with two orthogonal axes of symmetry (.; .).作者: Cacophonous 時(shí)間: 2025-3-30 22:37 作者: 或者發(fā)神韻 時(shí)間: 2025-3-31 04:44 作者: Debility 時(shí)間: 2025-3-31 08:24 作者: adjacent 時(shí)間: 2025-3-31 11:01 作者: dearth 時(shí)間: 2025-3-31 16:55
