標(biāo)題: Titlebook: Boundary Element Method in Geomechanics; W. S. Venturini Book 1983 Springer-Verlag Berlin Heidelberg 1983 Bodenmechanik.Boundary.Integralv [打印本頁] 作者: Considerate 時(shí)間: 2025-3-21 17:56
書目名稱Boundary Element Method in Geomechanics影響因子(影響力)
書目名稱Boundary Element Method in Geomechanics影響因子(影響力)學(xué)科排名
書目名稱Boundary Element Method in Geomechanics網(wǎng)絡(luò)公開度
書目名稱Boundary Element Method in Geomechanics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Boundary Element Method in Geomechanics被引頻次
書目名稱Boundary Element Method in Geomechanics被引頻次學(xué)科排名
書目名稱Boundary Element Method in Geomechanics年度引用
書目名稱Boundary Element Method in Geomechanics年度引用學(xué)科排名
書目名稱Boundary Element Method in Geomechanics讀者反饋
書目名稱Boundary Element Method in Geomechanics讀者反饋學(xué)科排名
作者: 錯(cuò) 時(shí)間: 2025-3-22 00:19
Book 1983on to other significant features such as non-homogeneous media, in situ stress condition, type of loading, time effects and discontinuities. A possible alternative to tackle such a problem is to inttoduce some simplified assumptions which at least can provide an approximate solution in each case. Th作者: enchant 時(shí)間: 2025-3-22 01:45
Book 1983ment of large high speed computers. In particular, geomechanical stress analysis can now be modelled within a more realistic context. In spite of the fact that many applications in geomechanics are still being carried out applying linear theories, soil and rock materials have been demonstrated exper作者: CLOWN 時(shí)間: 2025-3-22 04:58 作者: 使腐爛 時(shí)間: 2025-3-22 12:40 作者: lymphoma 時(shí)間: 2025-3-22 15:19
From Whore to Hero: Reassessing Jill in ,,pute the plastic solution is based on the initial stress process proposed by Zienkiewicz (42) for finite element formulation. The procedure has been implemented to handle four well established yield criteria (Mohr-Coulomb, Drucker-Prager, von Mises and Tresca).作者: POLYP 時(shí)間: 2025-3-22 17:59
0176-5035 he development of large high speed computers. In particular, geomechanical stress analysis can now be modelled within a more realistic context. In spite of the fact that many applications in geomechanics are still being carried out applying linear theories, soil and rock materials have been demonstr作者: 禁令 時(shí)間: 2025-3-23 00:52 作者: 親密 時(shí)間: 2025-3-23 01:47 作者: GNAT 時(shí)間: 2025-3-23 08:02
No-Tension Boundary Elements,ial stress field to compensate the tensile stresses. The no-tension solution is shown to be obtained assuming a non-path dependent behaviour, therefore does not require any incremental process. An alternative solution considering path dependent behaviour is also presented.作者: propose 時(shí)間: 2025-3-23 10:00
Elasto/Viscoplastic Boundary Element Approach,stic responses. As in finite elements, the technique can be also extended to solve problems with pure plastic behaviour. Finally, the applications presented in the last section of this chapter show the accuracy of the approach when it is used to model time-dependent behaviour or to simulate plastic responses with or without anisotropic effects.作者: GEAR 時(shí)間: 2025-3-23 16:51
Boundary Integral Equations,nly important to take into account temperature or other similar loads, but also to model nonlinear material behaviour when used in conjunction with a well established successive elastic solution technique.作者: 態(tài)度暖昧 時(shí)間: 2025-3-23 18:24
Discontinuity Problems, those of intact rocks (103). In order to model such material weaknesses the shear strength parallel to the schistosity is assumed to be governed by a simple Coulomb criterion of failure. Also the tensile stress in the direction orthogonal to the schistosity plane can be limited by the tensile strength value which is usually assumed to be zero.作者: 陪審團(tuán)每個(gè)人 時(shí)間: 2025-3-24 00:12
Boundary Element Technique for Plasticity Problems,pute the plastic solution is based on the initial stress process proposed by Zienkiewicz (42) for finite element formulation. The procedure has been implemented to handle four well established yield criteria (Mohr-Coulomb, Drucker-Prager, von Mises and Tresca).作者: periodontitis 時(shí)間: 2025-3-24 03:12
Material Behaviour and Numerical Techniques,onic computer science in the sixties, the finite element method has been the most common technique to analyse stress distributions and deformation patterns in tunnel excavations, embankments, dams, building foundations and other geomechanical problems.作者: averse 時(shí)間: 2025-3-24 08:51
Boundary Integral Equations,efly reviewing the partial differential equations for linear elastic material and introducing the necessary notations involved in the formulation. These governing equations are also extended to deal with problems in which initial stress and strain type loads are applied. Such kind of loads are not o作者: 大炮 時(shí)間: 2025-3-24 13:13 作者: 檢查 時(shí)間: 2025-3-24 18:23
No-Tension Boundary Elements,he no-tension criterion appears to be one of the first departures from linear elastic theory used to model rock behaviour. In order to justify the choice of this criterion some aspects of rocks and rock masses are discussed, and the inability of these materials to sustain tensile stresses is emphasi作者: Expressly 時(shí)間: 2025-3-24 19:30 作者: acrobat 時(shí)間: 2025-3-25 00:09
Boundary Element Technique for Plasticity Problems,chapter starts by reviewing the essential features of the one-dimensional elastoplastic analysis, followed by generalization of the plasticity concepts to continuum problems. Stress-strain relationships for post yield conditions are formulated for the boundary element technique. The procedure to com作者: overwrought 時(shí)間: 2025-3-25 03:26
Elasto/Viscoplastic Boundary Element Approach,aterial behaviour, together with some rheological models used in geotechnical engineering, are introduced for one-dimensional cases. The Perzyna’s viscoplastic model is chosen to model viscoplastic behaviour. Based on this viscoplastic representation, the theory is extended to general continuum prob作者: 隱語 時(shí)間: 2025-3-25 10:30
https://doi.org/10.1007/978-94-6091-484-3Numerical techniques for solving many problems in continuum mechanics have experienced a tremendous growth in the last twenty years due to the development of large high speed computers. In particular, geomechanical stress analysis can now be modelled within a more realistic context.作者: 使迷惑 時(shí)間: 2025-3-25 14:07 作者: 聽覺 時(shí)間: 2025-3-25 17:27 作者: 截?cái)?nbsp; 時(shí)間: 2025-3-25 21:46
https://doi.org/10.1057/9780230354050The basic objective of this work was to develop numerical procedures for the boundary element method to analyse geotechnical problems of practical interest. Linear and nonlinear formulations such as no-tension, plasticity and others have been implemented to deal with a wide range of two-dimensional problems.作者: 使隔離 時(shí)間: 2025-3-26 03:24 作者: Eosinophils 時(shí)間: 2025-3-26 08:01 作者: 眨眼 時(shí)間: 2025-3-26 08:31 作者: PACK 時(shí)間: 2025-3-26 12:46
Conclusions,The basic objective of this work was to develop numerical procedures for the boundary element method to analyse geotechnical problems of practical interest. Linear and nonlinear formulations such as no-tension, plasticity and others have been implemented to deal with a wide range of two-dimensional problems.作者: 輪流 時(shí)間: 2025-3-26 18:29 作者: acclimate 時(shí)間: 2025-3-27 00:39 作者: 使混合 時(shí)間: 2025-3-27 02:32
Material Behaviour and Numerical Techniques,onic computer science in the sixties, the finite element method has been the most common technique to analyse stress distributions and deformation patterns in tunnel excavations, embankments, dams, building foundations and other geomechanical problems.作者: cocoon 時(shí)間: 2025-3-27 07:14
Boundary Integral Equations for Complete Plane Strain Problems, For this plane condition, displacements can develop in any direction; the only plane restriction that must be satisfied is that all displacement derivatives with reference to the third direction are equal to zero.作者: 北極人 時(shí)間: 2025-3-27 11:57
Lecture Notes in Engineeringhttp://image.papertrans.cn/b/image/189997.jpg作者: 不透明 時(shí)間: 2025-3-27 16:12
Boundary Element Method in Geomechanics978-3-642-82099-1Series ISSN 0176-5035 作者: milligram 時(shí)間: 2025-3-27 19:23 作者: declamation 時(shí)間: 2025-3-27 23:50
https://doi.org/10.1007/978-1-349-24899-5 For this plane condition, displacements can develop in any direction; the only plane restriction that must be satisfied is that all displacement derivatives with reference to the third direction are equal to zero.作者: Nibble 時(shí)間: 2025-3-28 03:52
Introduction: Hopes and Warnings,onic computer science in the sixties, the finite element method has been the most common technique to analyse stress distributions and deformation patterns in tunnel excavations, embankments, dams, building foundations and other geomechanical problems.作者: calumniate 時(shí)間: 2025-3-28 06:34
https://doi.org/10.1007/978-1-349-24253-5efly reviewing the partial differential equations for linear elastic material and introducing the necessary notations involved in the formulation. These governing equations are also extended to deal with problems in which initial stress and strain type loads are applied. Such kind of loads are not o作者: 敲詐 時(shí)間: 2025-3-28 11:23 作者: 小鹿 時(shí)間: 2025-3-28 15:09
,Jacques Ferrand’s ,: Love and Medicine,he no-tension criterion appears to be one of the first departures from linear elastic theory used to model rock behaviour. In order to justify the choice of this criterion some aspects of rocks and rock masses are discussed, and the inability of these materials to sustain tensile stresses is emphasi作者: candle 時(shí)間: 2025-3-28 21:05 作者: 移動(dòng) 時(shí)間: 2025-3-29 00:04
From Whore to Hero: Reassessing Jill in ,,chapter starts by reviewing the essential features of the one-dimensional elastoplastic analysis, followed by generalization of the plasticity concepts to continuum problems. Stress-strain relationships for post yield conditions are formulated for the boundary element technique. The procedure to com作者: 薄膜 時(shí)間: 2025-3-29 03:29 作者: 緯線 時(shí)間: 2025-3-29 08:27 作者: 感情 時(shí)間: 2025-3-29 12:10 作者: Thrombolysis 時(shí)間: 2025-3-29 16:33 作者: 全神貫注于 時(shí)間: 2025-3-29 21:33
