派博傳思國(guó)際中心

標(biāo)題: Titlebook: Applied Structural Mechanics; Fundamentals of Elas H. Eschenauer,N. Olhoff,W. Schnell Textbook 1997 Springer-Verlag Berlin Heidelberg 1997 [打印本頁(yè)]

作者: 縮寫    時(shí)間: 2025-3-21 16:12
書目名稱Applied Structural Mechanics影響因子(影響力)




書目名稱Applied Structural Mechanics影響因子(影響力)學(xué)科排名




書目名稱Applied Structural Mechanics網(wǎng)絡(luò)公開(kāi)度




書目名稱Applied Structural Mechanics網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書目名稱Applied Structural Mechanics被引頻次




書目名稱Applied Structural Mechanics被引頻次學(xué)科排名




書目名稱Applied Structural Mechanics年度引用




書目名稱Applied Structural Mechanics年度引用學(xué)科排名




書目名稱Applied Structural Mechanics讀者反饋




書目名稱Applied Structural Mechanics讀者反饋學(xué)科排名





作者: 時(shí)代錯(cuò)誤    時(shí)間: 2025-3-21 21:07

作者: Substance    時(shí)間: 2025-3-22 02:29
Constitutive laws of linearly elastic bodiese stress tensor, and we furthermore assume that these relations are time . The behaviour of the bodies is denoted as elastic, i.e. there are . permanent strains .. after removing the load of the body (Fig. 5.1). The bodies considered shall furthermore, as it is usual in the classical elasticity theo
作者: organism    時(shí)間: 2025-3-22 07:24
Disksl stresses are assumed uniformly distributed over the thickness, i.e. they do not depend on z. We therefore have a State of Plane Stress for which the most important basic equations in Cartesian and in polar coordinates are summarized in the following, where the thickness of the disk is assumed to b
作者: Irrepressible    時(shí)間: 2025-3-22 11:26
Platese . As shown in Fig. 9.1 a), the plate is subjected to surface loads p perpendicular to the mid—plane. An arbitrary load is resolved vertically and parallel to the surface. The in—plane forces can then be dealt with by means of the disk theory (Ch. 8). The interest in this chapter is restricted to t
作者: 帶來(lái)的感覺(jué)    時(shí)間: 2025-3-22 15:50

作者: VOK    時(shí)間: 2025-3-22 20:19

作者: 確定方向    時(shí)間: 2025-3-22 22:15
Fundamentals of structural optimization.e. calculation of deformations, stresses, natural vibration frequencies, buckling loads, etc. In view of the development and construction of machines and system components the question arises which measures must be taken in order to reduce costs . to improve quality and reliability; in other words
作者: 遺傳    時(shí)間: 2025-3-23 04:08

作者: champaign    時(shí)間: 2025-3-23 09:37
Sensitivity analysis of structurestermination of the gradients of the objective function and the constraints is a highly important step in the optimization process (see Fig. 15.4), since these gradients are not only a prerequisite for the majority of optimization algorithms (see Chapter 16), but they also provide important informati
作者: CORE    時(shí)間: 2025-3-23 12:19

作者: Trochlea    時(shí)間: 2025-3-23 14:47
https://doi.org/10.1007/978-981-16-6376-5l stresses are assumed uniformly distributed over the thickness, i.e. they do not depend on z. We therefore have a State of Plane Stress for which the most important basic equations in Cartesian and in polar coordinates are summarized in the following, where the thickness of the disk is assumed to be constant.
作者: 調(diào)色板    時(shí)間: 2025-3-23 18:24
Screening for Colon Polyps and Cancersuch shells also occurs, namely the support of transverse loads on the mid-surface by means of membrane forces. This effect has already been described within the scope of membrane theory in Chapter 12.
作者: elastic    時(shí)間: 2025-3-24 01:20

作者: Landlocked    時(shí)間: 2025-3-24 02:32

作者: aqueduct    時(shí)間: 2025-3-24 08:39

作者: 強(qiáng)制性    時(shí)間: 2025-3-24 13:46

作者: Ophthalmologist    時(shí)間: 2025-3-24 17:56
https://doi.org/10.1007/978-981-16-6376-5l stresses are assumed uniformly distributed over the thickness, i.e. they do not depend on z. We therefore have a State of Plane Stress for which the most important basic equations in Cartesian and in polar coordinates are summarized in the following, where the thickness of the disk is assumed to b
作者: finite    時(shí)間: 2025-3-24 20:31
The Japan Medical Imaging Database (J-MID)e . As shown in Fig. 9.1 a), the plate is subjected to surface loads p perpendicular to the mid—plane. An arbitrary load is resolved vertically and parallel to the surface. The in—plane forces can then be dealt with by means of the disk theory (Ch. 8). The interest in this chapter is restricted to t
作者: 自由職業(yè)者    時(shí)間: 2025-3-25 02:14
The Japan Medical Imaging Database (J-MID) cases of thin —walled structures subjected to larger compressive loads, the deformations may become large compared with the thickness. The equilibrium conditions must then be formulated for the deformed state of the structure and terms of higher order must be taken into account in the strain—deform
作者: 信任    時(shí)間: 2025-3-25 04:33
Screening for Colon Polyps and Cancersuch shells also occurs, namely the support of transverse loads on the mid-surface by means of membrane forces. This effect has already been described within the scope of membrane theory in Chapter 12.
作者: companion    時(shí)間: 2025-3-25 10:33
Evidence-Based Cancer Screening.e. calculation of deformations, stresses, natural vibration frequencies, buckling loads, etc. In view of the development and construction of machines and system components the question arises which measures must be taken in order to reduce costs . to improve quality and reliability; in other words
作者: AIL    時(shí)間: 2025-3-25 12:08

作者: 嚴(yán)峻考驗(yàn)    時(shí)間: 2025-3-25 18:35

作者: 涂掉    時(shí)間: 2025-3-25 23:01

作者: 與野獸博斗者    時(shí)間: 2025-3-26 00:36

作者: 信任    時(shí)間: 2025-3-26 06:48
SS-MIX Structured Standardized Storagei.e. altogether 15 equations for 15 unknown field quantities (6 stresses .., 6 strains γ., 3 displacements v.).
作者: Abjure    時(shí)間: 2025-3-26 11:37
https://doi.org/10.1007/978-981-16-6376-5We assume that there exist one-to-one relationships between the curvilinear coordinates (GAUSSIAN surface parameters) ξ. (α = 1, 2) and the Cartesian coordinates x. (i = 1, 2, 3) of the points P of a surface (Fig. 11.1).
作者: POINT    時(shí)間: 2025-3-26 16:23

作者: antidepressant    時(shí)間: 2025-3-26 18:57
Tensor algebra and analysisThe use of the index notation is advantageous because it normally makes it possible to write in a very compact form mathematical formulas or systems of equations for physical or geometric quantities, which would otherwise contain a large number of terms.
作者: 儲(chǔ)備    時(shí)間: 2025-3-27 00:12
State of strainDescription of the deformation of a body with LAGRANGE’s notation:.The displacement of a material point of a body B is observed as. function of the initial state.
作者: defendant    時(shí)間: 2025-3-27 04:24
Problem formulations in the theory of linear elasticityi.e. altogether 15 equations for 15 unknown field quantities (6 stresses .., 6 strains γ., 3 displacements v.).
作者: 夜晚    時(shí)間: 2025-3-27 05:42
General fundamentals of shellsWe assume that there exist one-to-one relationships between the curvilinear coordinates (GAUSSIAN surface parameters) ξ. (α = 1, 2) and the Cartesian coordinates x. (i = 1, 2, 3) of the points P of a surface (Fig. 11.1).
作者: bisphosphonate    時(shí)間: 2025-3-27 10:06
Membrane theory of shells. The stresses ..are uniformly distributed over the thickness, i.e. only so-called membrane forces occur, but . bending moments and . shear forces are found.
作者: bibliophile    時(shí)間: 2025-3-27 14:58
State of stresshe body, which is in equilibrium under external loads in the form of volume forces .., surface tractions .. and concentrated forces ... A resulting force Δ . is transmitted at every element Δ A of the cut.
作者: DOLT    時(shí)間: 2025-3-27 20:12
Disksl stresses are assumed uniformly distributed over the thickness, i.e. they do not depend on z. We therefore have a State of Plane Stress for which the most important basic equations in Cartesian and in polar coordinates are summarized in the following, where the thickness of the disk is assumed to be constant.
作者: 慢跑鞋    時(shí)間: 2025-3-28 00:50

作者: Integrate    時(shí)間: 2025-3-28 02:06
Algorithms of Mathematical Programming (MP)nding whether the solution algorithm only requires the function values, or also the first and second derivatives of the functions. It will be assumed in this Chapter that in general the functions f, h., g. in . are continuous and at least twice continuously differentiable.
作者: 缺乏    時(shí)間: 2025-3-28 08:30
http://image.papertrans.cn/b/image/160181.jpg
作者: Irrigate    時(shí)間: 2025-3-28 14:01
https://doi.org/10.1007/978-3-642-59205-8Analysis; Stab; algorithm; algorithms; mathematical programming; mechanics; model; optimization; programming
作者: 悶熱    時(shí)間: 2025-3-28 16:49

作者: neolith    時(shí)間: 2025-3-28 22:30
provides the basic tools for establishing model equations in structural mechanics. Additionally, it illustrates the transition and interrelation between structural mechanics and structural optimization. Nowadays, this new direction is extremely important for more efficiency in the design process. Th
作者: 解脫    時(shí)間: 2025-3-28 23:14

作者: Aviary    時(shí)間: 2025-3-29 04:34

作者: ventilate    時(shí)間: 2025-3-29 10:51
Textbook 1997he basic tools for establishing model equations in structural mechanics. Additionally, it illustrates the transition and interrelation between structural mechanics and structural optimization. Nowadays, this new direction is extremely important for more efficiency in the design process. The book is
作者: 易發(fā)怒    時(shí)間: 2025-3-29 12:51
Constitutive laws of linearly elastic bodiesry, be made of a . material such that their constitutive law expresses linear relationship between the components of the stress tensor and the strain tensor (range 0 -A - in Fig. 5.1). Such bodies are usually called .
作者: 武器    時(shí)間: 2025-3-29 18:17
Textbook 1997divided into four parts covering the fundamentals of elasticity, plane and curved load-bearing structures and structural optimization. Each part contains numerous problems and solutions, which will provide the student with the basic tools from the field of elasticity theory and assist the professional engineer in solving problems.
作者: LUCY    時(shí)間: 2025-3-29 23:05

作者: 無(wú)思維能力    時(shí)間: 2025-3-30 00:20

作者: Aggrandize    時(shí)間: 2025-3-30 06:34

作者: Dealing    時(shí)間: 2025-3-30 09:54
Introduction law for the ., Edme MARIOTTE (1620 – 1684), Gottfried Wilhelm von LEIBNIZ (1646 – 1716), Jakob BERNOULLI (1654 – 1705), Leonard EULER (1707 – 1783), Charles Augustin COULOMB (1736 – 1806) and others treated special problems of bending of beams.
作者: 可耕種    時(shí)間: 2025-3-30 14:27
Sensitivity analysis of structuresnfluences the numerical efficiency and thus has impact on the entire course of the optimization. For this reason, the treatment of the fundamentals of structural optimization shall be dealt with separately with some remarks on frequently applied techniques for determination of gradients.
作者: 入會(huì)    時(shí)間: 2025-3-30 16:58
part contains numerous problems and solutions, which will provide the student with the basic tools from the field of elasticity theory and assist the professional engineer in solving problems.978-3-540-61232-2978-3-642-59205-8
作者: 占線    時(shí)間: 2025-3-31 00:42
The Japan Medical Imaging Database (J-MID)ion) is taken as a basis. With these assumptions, the equilibrium conditions read as follows [B.1, B.2, B.4]:.The strain —displacement relations have been introduced in Chapter 4, and we obtain according to .
作者: 標(biāo)準(zhǔn)    時(shí)間: 2025-3-31 01:54
Coupled disk—plate problemsion) is taken as a basis. With these assumptions, the equilibrium conditions read as follows [B.1, B.2, B.4]:.The strain —displacement relations have been introduced in Chapter 4, and we obtain according to .
作者: 油氈    時(shí)間: 2025-3-31 05:54

作者: Digest    時(shí)間: 2025-3-31 13:00
Evidence-Based Cancer Screeningies of governing equations for optimal design. These properties are not only studied analytically in order to derive qualitative results of general validity, but are also often investigated numerically via example problems. Along the other main path of research, the emphasis is laid on the . for opt
作者: ECG769    時(shí)間: 2025-3-31 13:41
9樓
作者: 組成    時(shí)間: 2025-3-31 18:28
10樓
作者: FUME    時(shí)間: 2025-4-1 00:46
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作者: 用手捏    時(shí)間: 2025-4-1 02:37
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作者: 搬運(yùn)工    時(shí)間: 2025-4-1 07:32
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