標(biāo)題: Titlebook: Buckling and Postbuckling of Beams, Plates, and Shells; M. Reza Eslami Book 2018 Springer International Publishing AG 2018 Mechanical and [打印本頁] 作者: 不足木 時(shí)間: 2025-3-21 18:04
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells影響因子(影響力)
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells影響因子(影響力)學(xué)科排名
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書目名稱Buckling and Postbuckling of Beams, Plates, and Shells網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells被引頻次
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells被引頻次學(xué)科排名
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells年度引用
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells年度引用學(xué)科排名
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells讀者反饋
書目名稱Buckling and Postbuckling of Beams, Plates, and Shells讀者反饋學(xué)科排名
作者: GONG 時(shí)間: 2025-3-21 23:04 作者: 喚起 時(shí)間: 2025-3-22 00:33 作者: CHOP 時(shí)間: 2025-3-22 04:41
Concept of Stability,ric imperfection, the boundary conditions, and the material property distribution. The chapter also discusses the nature of the post-buckling path, where it may be stable or unstable paths depending upon the above factors.作者: Coronary 時(shí)間: 2025-3-22 11:06 作者: 博愛家 時(shí)間: 2025-3-22 13:10 作者: Largess 時(shí)間: 2025-3-22 17:50 作者: lesion 時(shí)間: 2025-3-22 21:52 作者: Overdose 時(shí)間: 2025-3-23 04:03 作者: Curmudgeon 時(shí)間: 2025-3-23 06:49 作者: 符合你規(guī)定 時(shí)間: 2025-3-23 13:05
Buckling of Conical Shells,ermal forces are derived. In case of thermal loading, the material temperature dependency is considered and the results are compared with the case where temperature dependency of the material properties are ignored. Effect of the piezo-control on stability of conical shells under thermal loading concludes the chapter.作者: minaret 時(shí)間: 2025-3-23 15:31
Concept of Stability,r thermal loads, where the latter create thermal stresses due to the temperature gradient in the structure. When the applied loads result into the compressive stresses, the structural member may fail due to lack of stability. In general, three types of static stability are recognized. These are; the作者: exercise 時(shí)間: 2025-3-23 21:37 作者: 賭博 時(shí)間: 2025-3-23 22:13
Buckling and Post-buckling of Curved Beams and Rings,conditions are discussed in detail in this chapter. The existence of bifurcation points are examined for each type of loading. For those cases that bifurcation do not occur, the limit load is discussed. The chapter ends with the discussion of buckling and post-buckling of rings under hydrostatic pre作者: CAJ 時(shí)間: 2025-3-24 02:25 作者: defibrillator 時(shí)間: 2025-3-24 09:41
Buckling and Post-buckling of Circular/Annular Plates,n of the strain-displacement relations based on the von Karman and Kirchhoff assumptions employing the classical plate theory. The linear thermoelastic constitutive relations between the stress and strain components are considered and the stress and moment resultants for a plate with general heterog作者: 種族被根除 時(shí)間: 2025-3-24 12:44
Buckling of Circular Cylindrical Shells,ing the Donnell theory with the von-Karman geometrical non-linearity are derived. The nonlinear strain-displacement relations, the nonlinear equilibrium equations, and the linear stability equations are derived employing the variational formulations. The cylindrical shell under uniform compressive a作者: 混合,攙雜 時(shí)間: 2025-3-24 17:56
Buckling of Spherical Shells,internal or external pressures and is especially quite stable under external pressures. The behavior of deep spherical shells, in particular, under external pressure is quite unique and the bifurcation load is far from expectation. Ancient spherical domes with wide spans in historic buildings is a g作者: Lament 時(shí)間: 2025-3-24 19:16 作者: 圓柱 時(shí)間: 2025-3-25 01:27 作者: 有花 時(shí)間: 2025-3-25 05:04
Buckling and Post-buckling of Circular/Annular Plates,g of circular and annular plates based on the classical and shear deformable theories, circular plates on elastic foundation, rotating plate under thermal loading, and the buckling and post-buckling of plates with geometric imperfection are discussed in detail and approximate closed form solutions f作者: Bureaucracy 時(shí)間: 2025-3-25 07:30 作者: PUT 時(shí)間: 2025-3-25 12:56
2522-560X for people working or interested in areas of structural stability under mechanical and/or thermal loads. Some basic knowledge in classical mechanics and theory of elasticity is required..978-3-319-87303-9978-3-319-62368-9Series ISSN 2522-560X Series E-ISSN 2522-5618 作者: 平項(xiàng)山 時(shí)間: 2025-3-25 15:50 作者: 翻動(dòng) 時(shí)間: 2025-3-25 21:45
https://doi.org/10.1007/978-1-349-81220-2re then considered and the related thermal buckling loads are obtained. Post-buckling and the geometric imperfection of rectangular plates are then followed and the chapter concludes with the discussion on the effect of material temperature dependency on the thermal critical buckling loads.作者: Spinous-Process 時(shí)間: 2025-3-26 01:12 作者: 摘要 時(shí)間: 2025-3-26 06:47 作者: 通知 時(shí)間: 2025-3-26 08:47
https://doi.org/10.1007/978-3-319-62368-9Mechanical and thermal buckling; Beams, curved beams, and rings; Rectangular and circular plates; Circu作者: 鞭打 時(shí)間: 2025-3-26 16:17
978-3-319-87303-9Springer International Publishing AG 2018作者: Cloudburst 時(shí)間: 2025-3-26 17:07
https://doi.org/10.1007/978-1-349-16812-5r thermal loads, where the latter create thermal stresses due to the temperature gradient in the structure. When the applied loads result into the compressive stresses, the structural member may fail due to lack of stability. In general, three types of static stability are recognized. These are; the作者: epicardium 時(shí)間: 2025-3-27 00:36
https://doi.org/10.1007/978-1-349-81220-2 are considered and buckling and postbuckling behaviors are discussed. The buckling analysis of beams with piezoelectric layers is presented and the effect of piezo-control on the beam stability is analyzed. The vibration of thermo-electrically excited beams in the?state of buckling and post-bucklin作者: REIGN 時(shí)間: 2025-3-27 04:31
https://doi.org/10.1007/978-1-349-81220-2conditions are discussed in detail in this chapter. The existence of bifurcation points are examined for each type of loading. For those cases that bifurcation do not occur, the limit load is discussed. The chapter ends with the discussion of buckling and post-buckling of rings under hydrostatic pre作者: BILK 時(shí)間: 2025-3-27 05:49
https://doi.org/10.1007/978-1-349-81220-2pter. The kinematical relations, constitutive law, the equilibrium equations, and the stability equations for a rectangular plate are derived and the classical boundary conditions are presented. The critical buckling loads of rectangular plates under thermal and mechanical in-plane compressive loads作者: disparage 時(shí)間: 2025-3-27 13:20
https://doi.org/10.1007/978-1-349-81220-2n of the strain-displacement relations based on the von Karman and Kirchhoff assumptions employing the classical plate theory. The linear thermoelastic constitutive relations between the stress and strain components are considered and the stress and moment resultants for a plate with general heterog作者: 配置 時(shí)間: 2025-3-27 15:08
https://doi.org/10.1007/978-1-349-81220-2ing the Donnell theory with the von-Karman geometrical non-linearity are derived. The nonlinear strain-displacement relations, the nonlinear equilibrium equations, and the linear stability equations are derived employing the variational formulations. The cylindrical shell under uniform compressive a作者: 思想流動(dòng) 時(shí)間: 2025-3-27 21:34
Travelling by Taxi, Bus or Traminternal or external pressures and is especially quite stable under external pressures. The behavior of deep spherical shells, in particular, under external pressure is quite unique and the bifurcation load is far from expectation. Ancient spherical domes with wide spans in historic buildings is a g作者: Carbon-Monoxide 時(shí)間: 2025-3-28 01:39 作者: 擁護(hù)者 時(shí)間: 2025-3-28 02:55
M. Reza EslamiIncludes the stability of all structural members modeled by the flexural theory.Presents thermal and mechanical buckling loads (many in closed form).Includes supplementary material: 作者: PAEAN 時(shí)間: 2025-3-28 10:13
Structural Integrityhttp://image.papertrans.cn/b/image/191491.jpg作者: rheumatology 時(shí)間: 2025-3-28 10:40 作者: Antioxidant 時(shí)間: 2025-3-28 14:45
https://doi.org/10.1007/978-1-349-81220-2conditions are discussed in detail in this chapter. The existence of bifurcation points are examined for each type of loading. For those cases that bifurcation do not occur, the limit load is discussed. The chapter ends with the discussion of buckling and post-buckling of rings under hydrostatic pressure.作者: extinct 時(shí)間: 2025-3-28 22:25
Buckling and Post-buckling of Curved Beams and Rings,conditions are discussed in detail in this chapter. The existence of bifurcation points are examined for each type of loading. For those cases that bifurcation do not occur, the limit load is discussed. The chapter ends with the discussion of buckling and post-buckling of rings under hydrostatic pressure.
