標(biāo)題: Titlebook: Analysis of Shells and Plates; Phillip L. Gould Textbook 1988 Springer-Verlag New York Inc. 1988 Fundament.cement.elasticity.geometry.inst [打印本頁] 作者: 不足木 時間: 2025-3-21 16:33
書目名稱Analysis of Shells and Plates影響因子(影響力)
書目名稱Analysis of Shells and Plates影響因子(影響力)學(xué)科排名
書目名稱Analysis of Shells and Plates網(wǎng)絡(luò)公開度
書目名稱Analysis of Shells and Plates網(wǎng)絡(luò)公開度學(xué)科排名
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書目名稱Analysis of Shells and Plates讀者反饋學(xué)科排名
作者: 值得贊賞 時間: 2025-3-21 23:30 作者: 令人發(fā)膩 時間: 2025-3-22 03:29
Carlos G. Acevedo-Rocha,Manfred T. Reetzof such an element was considered in chapter 2 (see figures 2-2 and 2-4). Here, we show the entire thickness . with the coordinate ζ defined in the direction of .. and depict a differential volume element .α .β .ζ with thickness .ζ, parallel to and displaced from the middle surface a distance ζ.作者: 易碎 時間: 2025-3-22 08:06 作者: craven 時間: 2025-3-22 08:58
https://doi.org/10.1007/978-1-4939-1053-3equilibrium. In turn, a simplified subset of the equilibrium equations formed the basis of the membrane theory of shells, for which many important practical applications were illustrated. Although membrane action in a shell is desirable from the dual standpoints of mathematical simplification and ma作者: Antimicrobial 時間: 2025-3-22 14:07 作者: SPURN 時間: 2025-3-22 20:22 作者: Daily-Value 時間: 2025-3-22 23:36 作者: 放縱 時間: 2025-3-23 04:51
Michael Wibral,Raul Vicente,Michael Lindnerending theory of shells, referred to a system of orthogonal curvilinear coordinates. Also, we developed strain energy and potential energy expressions that can be incorporated into an energy formulation of the shell theory. In this chapter, these equations are specialized for various classes of shel作者: Dealing 時間: 2025-3-23 09:29 作者: 合群 時間: 2025-3-23 12:58
Equilibrium,of such an element was considered in chapter 2 (see figures 2-2 and 2-4). Here, we show the entire thickness . with the coordinate ζ defined in the direction of .. and depict a differential volume element .α .β .ζ with thickness .ζ, parallel to and displaced from the middle surface a distance ζ.作者: 無能力 時間: 2025-3-23 15:49 作者: 無能性 時間: 2025-3-23 21:41
Carlos G. Acevedo-Rocha,Manfred T. Reetzof such an element was considered in chapter 2 (see figures 2-2 and 2-4). Here, we show the entire thickness . with the coordinate ζ defined in the direction of .. and depict a differential volume element .α .β .ζ with thickness .ζ, parallel to and displaced from the middle surface a distance ζ.作者: offense 時間: 2025-3-23 23:58 作者: Lumbar-Spine 時間: 2025-3-24 03:32
https://doi.org/10.1007/978-1-4612-3764-8Fundament; cement; elasticity; geometry; instability; mechanism; mechanisms; membrane; nature; plates; shells; 作者: 灌輸 時間: 2025-3-24 09:20 作者: Noisome 時間: 2025-3-24 12:24 作者: macular-edema 時間: 2025-3-24 16:25 作者: 觀察 時間: 2025-3-24 22:34
Miriam Kaltenbach,Nobuhiko Tokuriki, and the possibility of resisting . loading with . forces alone is not as apparent. It is evident from equation (3.17c) that this mode of resistance is possible only if at least one radius of curvature is finite; i.e., .. and/or ..≠∞. Thus, flat plates are excluded from resisting transverse loading作者: Creditee 時間: 2025-3-25 00:01
Textbook 1988the governing equations of the system in order to proceed with applications. Within the context of analytical, as opposed to numerical, approaches, the limited general- ity of many such solutions has been a formidable obstacle to applications involving complex geometry, material properties, and/or l作者: crucial 時間: 2025-3-25 05:25
utions to the governing equations of the system in order to proceed with applications. Within the context of analytical, as opposed to numerical, approaches, the limited general- ity of many such solutions has been a formidable obstacle to applications involving complex geometry, material properties, and/or l978-1-4612-8340-9978-1-4612-3764-8作者: 靈敏 時間: 2025-3-25 10:00
Membrane Theory,, and the possibility of resisting . loading with . forces alone is not as apparent. It is evident from equation (3.17c) that this mode of resistance is possible only if at least one radius of curvature is finite; i.e., .. and/or ..≠∞. Thus, flat plates are excluded from resisting transverse loading作者: lactic 時間: 2025-3-25 15:11 作者: cauda-equina 時間: 2025-3-25 18:55
plifications to the three-dimensional theory of elasticity, the engineering theories of medium-thin plates and of thin shells may be derived and applied to a large class of engi- neering structures distinguished by a characteristically small dimension in one direction. Often, these theories are deve作者: 梯田 時間: 2025-3-25 23:28
Olga Selifonova,Volker Schellenbergerof this book. Rather, it remains within the purview of the theory of elasticity, since we may accommodate a variety of material laws within our formulation of the shell or plate problem. Initially, we use the basic Hooke’s law for isotropic materials, and then we illustrate how some extended material laws can be accommodated.作者: Cubicle 時間: 2025-3-26 04:00 作者: 百靈鳥 時間: 2025-3-26 08:20
Michael Wibral,Raul Vicente,Michael Lindner that can be incorporated into an energy formulation of the shell theory. In this chapter, these equations are specialized for various classes of shells, as we have done for the membrane theory equations in chapter 4.作者: 考博 時間: 2025-3-26 10:32 作者: Instinctive 時間: 2025-3-26 14:06
Bending of Plates,uation (6.10), the requisite boundary conditions discussed in section 6.2, and specifically the Kirchhoff conditions equations (6.25) and (6.27), the elements of a quite general plate theory are available and substantiated.作者: 憤慨一下 時間: 2025-3-26 20:21 作者: hemoglobin 時間: 2025-3-26 23:05 作者: 開玩笑 時間: 2025-3-27 01:15 作者: 駭人 時間: 2025-3-27 05:48
Introduction, be collected as a set of differential equations or as an energy principle. The simultaneous satisfaction of each component of the elasticity problem often is foreboding from the mathematical standpoint; therefore, engineers have naturally looked to simplifications and approximations.作者: 招募 時間: 2025-3-27 10:30 作者: 一小塊 時間: 2025-3-27 17:24 作者: 不容置疑 時間: 2025-3-27 21:18
Conclusion,plex structures is relegated to the domain of numerical analysis, and several citations to the literature in this area were provided. Although the calculations for those situations may be more involved, such structures generally reflect the same basic behavioral characteristics as the relatively simple illustrations contained in this book.作者: Inferior 時間: 2025-3-27 22:52
Introduction,onents of the elasticity problem are often designated as ., ., and a .. The equilibrium equations represent a statement of Newton’s laws, which are restricted here to the static case. The compatibility conditions express the kinematic relationships between strains and displacements, and the constitu作者: DALLY 時間: 2025-3-28 03:24 作者: 名次后綴 時間: 2025-3-28 07:02
Membrane Theory,ons are coupled only through the transverse shear stress resultants, .. and .. If we suppose that for a certain class of shells, the stress couples are an order of magnitude smaller than the extensional and in-place shear stress resultants, we may deduce from equations (3.22a-c) that the transverse 作者: Inveterate 時間: 2025-3-28 10:47 作者: 得罪 時間: 2025-3-28 17:10 作者: Amendment 時間: 2025-3-28 22:19
Energy and Approximate Methods,etween the energy and the differential equation approaches through the principle of virtual displacements and through various extremum principles. However, we will not pursue this connection, since it is beyond our immediate scope.作者: EXULT 時間: 2025-3-28 23:22
Bending of Plates, or, with transverse shearing strains suppressed, as equations (5.55). Taken together with the stress resultant-strain relationships in the form of equation (6.10), the requisite boundary conditions discussed in section 6.2, and specifically the Kirchhoff conditions equations (6.25) and (6.27), the 作者: parsimony 時間: 2025-3-29 03:23
