派博傳思國際中心

標(biāo)題: Titlebook: Buckling of Shells; Proceedings of a Sta E. Ramm Conference proceedings 1982 Springer-Verlag, Berlin, Heidelberg 1982 Automobil.Schalenbeul [打印本頁]

作者: stripper    時(shí)間: 2025-3-21 18:23
書目名稱Buckling of Shells影響因子(影響力)




書目名稱Buckling of Shells影響因子(影響力)學(xué)科排名




書目名稱Buckling of Shells網(wǎng)絡(luò)公開度




書目名稱Buckling of Shells網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Buckling of Shells被引頻次




書目名稱Buckling of Shells被引頻次學(xué)科排名




書目名稱Buckling of Shells年度引用




書目名稱Buckling of Shells年度引用學(xué)科排名




書目名稱Buckling of Shells讀者反饋




書目名稱Buckling of Shells讀者反饋學(xué)科排名





作者: Esalate    時(shí)間: 2025-3-21 23:08

作者: VAN    時(shí)間: 2025-3-22 01:35
Conference proceedings 1982view paper entitled "Buckling of Shells - Pitfall for DeSigners": "To the layman buckling is a mysterious, perhaps even awe inspiring phenomenon that transforms objects originally imbued with symmetrical beauty into junk".
作者: inconceivable    時(shí)間: 2025-3-22 05:59

作者: 爭吵加    時(shí)間: 2025-3-22 10:09
The Application of the Initial Post-Buckling Analysis to Shellsloaded in their plane, and shells, in particular in the absence of inextensional deformation. The initial stage of post-buckling behaviour of shells is discussed from the stand-point of shallow shell theory and it is applied to more or less localized buckling patterns.
作者: inhumane    時(shí)間: 2025-3-22 15:40

作者: MULTI    時(shí)間: 2025-3-22 20:01
The Natural Method: Simple and Elegantly recapitulated on the basis of the plane triangular simplex element (TRIM3). Such an element with its simple natural deformation modes (elongations of the sides) may then be used in a differential sense as building block for higher order and curved membrane elements which are not necessarily of tr
作者: bile648    時(shí)間: 2025-3-22 21:59
Different Levels of Nonlinear Shell Theory in Finite Element Stability Analysistion. Furthermore, an incremental version for finite increments of the displacements is formulated and the corresponding incremental principle of virtual work. This is the starting point of FEM with curved triangular elements, each containing 63 kinematical DoFs. Different levels of geometrical nonl
作者: 出處    時(shí)間: 2025-3-23 04:03
Analysis of Elastic-Plastic Buckling and Imperfection — Sensitivity of Shells of Revolutionelement level with the usual finite element assemblage of the system. It is based on a Fourier- representation of the loading, the shell variables and initial imperfections in the circumferential direction. This semi-analytical procedure is formulated for geometrically and physically nonlinear probl
作者: 假裝是你    時(shí)間: 2025-3-23 08:27
Postbuckling Instability Analysis of Shells Using the Mixed Method, with displacements and stress resultants as nodal unknowns, are outlined and discussed. Second a quasi viscous strategy is presented, which allows to pass unstable regions and limit points. The approach uses variable ficticious damping. With the load applied all at once, stable equilibrium states
作者: Incompetent    時(shí)間: 2025-3-23 09:46
The Displacement Finite Element Method in Nonlinear Buckling Analysis of Shellsl theory, the degeneration method, continuum mechanics based and corotationalformulations used in the displacement approach and the corresponding incremental stiffness expression are briefly described. Some comments on the problem of non-uniqueness and stability of the solution and their practical e
作者: 精致    時(shí)間: 2025-3-23 17:54
The Buckling of Thin-Walled Ring-Stiffened Steel Shellsgineering practice. This paper considers the inter-ring buckling of cylinders when subject simultaneously to pressure and axial loading. Some example results from an experimental research programme on steel models are presented and compared to the interaction diagrams proposed by other researchers.
作者: Negligible    時(shí)間: 2025-3-23 20:11

作者: PANG    時(shí)間: 2025-3-23 22:29
Experimental Investigation of Buckling of Hydrostatically Loaded, Conical Shells and Practical Evalu of a liquid leads to diagrams and formulas which can be used directly in the design of such shells. The margin of safety to be applied, the influence of welding stresses and the limitations on the validity of the formulas for structures with different boundary conditions are discussed.
作者: 人造    時(shí)間: 2025-3-24 02:48
The Buckling of Fabricated Torispherical Shells Under Internal Pressurerimental results obtained on (i) small machined aluminium alloy models and (ii) large ‘a(chǎn)s-manufactured’ stainless steel heads. The agreement between theory and test was reasonably satisfactory. Based on these results, a possible procedure for the design of these ‘a(chǎn)s-fabricated’ heads is outlined and
作者: commensurate    時(shí)間: 2025-3-24 06:42

作者: Cardioplegia    時(shí)間: 2025-3-24 13:25

作者: Badger    時(shí)間: 2025-3-24 15:47
978-3-642-49336-2Springer-Verlag, Berlin, Heidelberg 1982
作者: Substitution    時(shí)間: 2025-3-24 20:20
The Application of the Initial Post-Buckling Analysis to Shellsloaded in their plane, and shells, in particular in the absence of inextensional deformation. The initial stage of post-buckling behaviour of shells is discussed from the stand-point of shallow shell theory and it is applied to more or less localized buckling patterns.
作者: 信任    時(shí)間: 2025-3-24 23:25
Nonlinear Behavior and Elastic Stability of Shells — Theoretical Concepts — Numerical Computations —sic mechanical formulations suitable finite element algorithms lead to the computation of highly nonlinear phenomena. Unity of theoretical and numerical concepts is emphasized for a successful tackling.
作者: 無目標(biāo)    時(shí)間: 2025-3-25 05:30
The Buckling of Thin-Walled Ring-Stiffened Steel Shellsgineering practice. This paper considers the inter-ring buckling of cylinders when subject simultaneously to pressure and axial loading. Some example results from an experimental research programme on steel models are presented and compared to the interaction diagrams proposed by other researchers.
作者: Type-1-Diabetes    時(shí)間: 2025-3-25 09:44

作者: 山羊    時(shí)間: 2025-3-25 14:18
Talking of Where you Have Been; Dressing Uploaded in their plane, and shells, in particular in the absence of inextensional deformation. The initial stage of post-buckling behaviour of shells is discussed from the stand-point of shallow shell theory and it is applied to more or less localized buckling patterns.
作者: 護(hù)航艦    時(shí)間: 2025-3-25 16:22

作者: 絕緣    時(shí)間: 2025-3-25 23:34

作者: Pander    時(shí)間: 2025-3-26 00:49
Robert C. Powell,Roberta Tozer,Betty Parrtion. Furthermore, an incremental version for finite increments of the displacements is formulated and the corresponding incremental principle of virtual work. This is the starting point of FEM with curved triangular elements, each containing 63 kinematical DoFs. Different levels of geometrical nonl
作者: milligram    時(shí)間: 2025-3-26 06:34

作者: 調(diào)味品    時(shí)間: 2025-3-26 11:32

作者: flaggy    時(shí)間: 2025-3-26 13:39

作者: pulse-pressure    時(shí)間: 2025-3-26 20:11
https://doi.org/10.1007/979-8-8688-0372-7gineering practice. This paper considers the inter-ring buckling of cylinders when subject simultaneously to pressure and axial loading. Some example results from an experimental research programme on steel models are presented and compared to the interaction diagrams proposed by other researchers.
作者: guardianship    時(shí)間: 2025-3-26 21:01

作者: transplantation    時(shí)間: 2025-3-27 03:22
,Step 2 – Introduction to Machine Learning, of a liquid leads to diagrams and formulas which can be used directly in the design of such shells. The margin of safety to be applied, the influence of welding stresses and the limitations on the validity of the formulas for structures with different boundary conditions are discussed.
作者: Affluence    時(shí)間: 2025-3-27 06:16
https://doi.org/10.1007/978-1-349-12093-2rimental results obtained on (i) small machined aluminium alloy models and (ii) large ‘a(chǎn)s-manufactured’ stainless steel heads. The agreement between theory and test was reasonably satisfactory. Based on these results, a possible procedure for the design of these ‘a(chǎn)s-fabricated’ heads is outlined and
作者: 易于交談    時(shí)間: 2025-3-27 11:17
Talking of Where you Have Been; Dressing Uploaded in their plane, and shells, in particular in the absence of inextensional deformation. The initial stage of post-buckling behaviour of shells is discussed from the stand-point of shallow shell theory and it is applied to more or less localized buckling patterns.
作者: 構(gòu)成    時(shí)間: 2025-3-27 15:21

作者: Anthropoid    時(shí)間: 2025-3-27 18:18

作者: 六個(gè)才偏離    時(shí)間: 2025-3-27 22:58
,Step 2 – Introduction to Machine Learning, of a liquid leads to diagrams and formulas which can be used directly in the design of such shells. The margin of safety to be applied, the influence of welding stresses and the limitations on the validity of the formulas for structures with different boundary conditions are discussed.
作者: NEG    時(shí)間: 2025-3-28 05:52
William Buchanan Bsc, CEng, PhDThis paper presents the results of tests on a series of small and large scale stringer stiffened cylinder models. Emphasis is placed on the fabrication techniques, methods of imperfection measurement and subsequent testing. A discussion of the resulting data and a comparison with available design rules have also been included.
作者: 逃避現(xiàn)實(shí)    時(shí)間: 2025-3-28 07:39

作者: BRINK    時(shí)間: 2025-3-28 12:38

作者: Ballerina    時(shí)間: 2025-3-28 17:12

作者: 鞭子    時(shí)間: 2025-3-28 19:47
Buckling of Orthogonally Stiffened Cylindrical Shells Used in Offshore EngineeringThis paper presents the results of tests on a series of small and large scale stringer stiffened cylinder models. Emphasis is placed on the fabrication techniques, methods of imperfection measurement and subsequent testing. A discussion of the resulting data and a comparison with available design rules have also been included.
作者: 細(xì)菌等    時(shí)間: 2025-3-29 02:53
Buckling of Long Liquid-Filled Cylindrical ShellsPipelines are widely used for the transport of material. While pressure is the dominant sustained design load with gaseous materials, the weight of the contents becomes important with liquid transport and hydraulic solids transport.
作者: Angioplasty    時(shí)間: 2025-3-29 06:31
Buckling of Thin Conical Shells under Axial Loads with and without Internal PressureOur lecture on conical shells subject to axial load consists of two parts:
作者: Bricklayer    時(shí)間: 2025-3-29 10:12
Buckling of Complete Spherical Shells and Spherical CapsThe buckling behaviour of complete spherical shells and spherical caps is explained and test results are extensively reviewed. The development of the theory up to the point where theoretical and experimental results agree is presented. The treatment is confined to completely elastic material.
作者: 新陳代謝    時(shí)間: 2025-3-29 13:26

作者: vasculitis    時(shí)間: 2025-3-29 16:08

作者: TSH582    時(shí)間: 2025-3-29 23:45
Conference proceedings 1982n civil engineering, the pressure vessels and pipes in mechanical and nuclear engineering, storage tanks and platform components in marine and offshore engineering, the car bodies in the automobile industry, planes, rockets and space structures in aeronautical engineering, to mention only a few exam
作者: 冒號(hào)    時(shí)間: 2025-3-30 01:04
n- ments in civil engineering, the pressure vessels and pipes in mechanical and nuclear engineering, storage tanks and platform components in marine and offshore engineering, the car bodies in the automobile industry, planes, rockets and space structures in aeronautical engineering, to mention only
作者: dilute    時(shí)間: 2025-3-30 05:16

作者: 江湖郎中    時(shí)間: 2025-3-30 10:24
https://doi.org/10.1007/978-1-349-19843-6 initial imperfections in the circumferential direction. This semi-analytical procedure is formulated for geometrically and physically nonlinear problems. It is applied to the detailed investigation of the buckling behavior and imperfection sensitivity of various dished end closures under external pressure.
作者: 煉油廠    時(shí)間: 2025-3-30 13:16
Shopping — 2 At the Post Officeo pass unstable regions and limit points. The approach uses variable ficticious damping. With the load applied all at once, stable equilibrium states are approached without step by step incrementation. Examples are given for the buckling of cylindrical shells.
作者: 易怒    時(shí)間: 2025-3-30 17:59

作者: 記憶    時(shí)間: 2025-3-30 22:48
https://doi.org/10.1007/978-1-349-12093-2heory and test was reasonably satisfactory. Based on these results, a possible procedure for the design of these ‘a(chǎn)s-fabricated’ heads is outlined and evaluated. The axisymmetric plastic collapse mode in these heads is also discussed briefly.
作者: 標(biāo)準(zhǔn)    時(shí)間: 2025-3-31 02:02
The Natural Method: Simple and Elegantof the sides) may then be used in a differential sense as building block for higher order and curved membrane elements which are not necessarily of triangular shape. This is the basic idea of the subelement concept.
作者: Hyperopia    時(shí)間: 2025-3-31 08:13





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