標(biāo)題: Titlebook: Buckling of Structures; Symposium Cambridge/ Bernard Budiansky Conference proceedings 1976 Springer-Verlag Berlin Heidelberg 1976 Beulung.S [打印本頁] 作者: dabble 時間: 2025-3-21 17:35
書目名稱Buckling of Structures影響因子(影響力)
書目名稱Buckling of Structures影響因子(影響力)學(xué)科排名
書目名稱Buckling of Structures網(wǎng)絡(luò)公開度
書目名稱Buckling of Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Buckling of Structures被引頻次
書目名稱Buckling of Structures被引頻次學(xué)科排名
書目名稱Buckling of Structures年度引用
書目名稱Buckling of Structures年度引用學(xué)科排名
書目名稱Buckling of Structures讀者反饋
書目名稱Buckling of Structures讀者反饋學(xué)科排名
作者: 項目 時間: 2025-3-21 21:17
William J. Buchanan BSc (Hons.), CEng, PhDsinusoidal imperfections it is found that the advanced post-buckling behaviour can be such that higher loads than the bifurcation load can be supported before total collapse occurs. This holds good for relatively large imperfections (small bifurcation stresses), even in cases where the initial post-作者: Definitive 時間: 2025-3-22 01:07 作者: Confirm 時間: 2025-3-22 06:07 作者: 撫慰 時間: 2025-3-22 10:33 作者: GRUEL 時間: 2025-3-22 14:05 作者: 統(tǒng)治人類 時間: 2025-3-22 17:20 作者: 禁止 時間: 2025-3-22 21:56 作者: scoliosis 時間: 2025-3-23 03:38 作者: 特征 時間: 2025-3-23 08:27
https://doi.org/10.1007/979-8-8688-0252-2panel structures are unsymmetrical: the plate side has more cross section than the topside of the stiffeners; and the plate side is more affected by local buckling than the topside. This effect is exaggeratedly represented in a model where the stiffeners do not participate in local buckling. It appe作者: Metastasis 時間: 2025-3-23 13:35 作者: Encephalitis 時間: 2025-3-23 14:21 作者: RUPT 時間: 2025-3-23 18:49 作者: 出處 時間: 2025-3-23 23:47
Introduction to Oracle GoldenGate (OGG)stical properties such as the mean of buckling load and the probability of failure at specified loads are presented for structures whose response and buckling loads can be characterized by one imperfection parameter. For structures for which ergodicity assumptions are reasonable an analysis is prese作者: 最高峰 時間: 2025-3-24 06:25
Introduction to Oracle GoldenGate (OGG)ures, numerical results are presented pertaining to the probability of failure, under random axial load, of an elasto-plastic column studied earlier under given load [2]. Several possible approximate procedures to reduce the needed amount of calculations are proposed and discussed.作者: expository 時間: 2025-3-24 10:33
Classic vs. Integrated Capture and Applyare those studied elsewhere in the idealized [1] and imperfect [2, 3] cases, which display interaction between buckling modes. A goal of the study is to examine buckling load (output) statistics against supposed imperfection (input) statistics.作者: 不在灌木叢中 時間: 2025-3-24 11:37
IUTAM Symposiahttp://image.papertrans.cn/b/image/191495.jpg作者: 名字的誤用 時間: 2025-3-24 17:39 作者: Cacophonous 時間: 2025-3-24 21:29 作者: Exposure 時間: 2025-3-24 23:57 作者: 結(jié)合 時間: 2025-3-25 04:25 作者: 熱情的我 時間: 2025-3-25 09:02 作者: 盲信者 時間: 2025-3-25 13:39 作者: motivate 時間: 2025-3-25 18:05 作者: NOCT 時間: 2025-3-25 23:07
Some Statistical Aspects of Coupled Buckling Structuresare those studied elsewhere in the idealized [1] and imperfect [2, 3] cases, which display interaction between buckling modes. A goal of the study is to examine buckling load (output) statistics against supposed imperfection (input) statistics.作者: 領(lǐng)導(dǎo)權(quán) 時間: 2025-3-26 03:38 作者: 富饒 時間: 2025-3-26 04:39
,Microsoft Excel — getting started,e deformations are due to nonlinear creep governed by Volterra’s integral law. The investigation of problem is based on changes of the axisymmetric buckling mode to nonsymmetric one. The experimental results are presented and discussed.作者: Abrade 時間: 2025-3-26 10:35
Introduction to Oracle GoldenGate (OGG)ures, numerical results are presented pertaining to the probability of failure, under random axial load, of an elasto-plastic column studied earlier under given load [2]. Several possible approximate procedures to reduce the needed amount of calculations are proposed and discussed.作者: quiet-sleep 時間: 2025-3-26 15:43 作者: 確定 時間: 2025-3-26 16:55 作者: Hemiparesis 時間: 2025-3-26 22:26 作者: 用手捏 時間: 2025-3-27 01:15
Critical Buckling Loads of some Prismatic Plate Assembliesally stiffened tubes. Recent theoretical advances have made possible the computation of critical buckling loads (or natural frequencies) for such assemblies. The answers obtained are “exact”, in the sense that only the usual thin plate assumptions are made, so long as the ends of each component plat作者: Overdose 時間: 2025-3-27 07:14 作者: MUTED 時間: 2025-3-27 09:41 作者: observatory 時間: 2025-3-27 16:42
Theory and Experiment in the Creep Buckling of Plates and Shellslts of usefulness to the engineer. Formulas derived earlier are presented in forms that are easy to apply to practical problems. Their predictions are compared with the results of two sets of tests. Satisfactory agreement is found between theory and experiment.作者: 沙草紙 時間: 2025-3-27 18:29 作者: 昏迷狀態(tài) 時間: 2025-3-28 00:43
Creep Instability of Thick Shell Structuresut the buckling behaviour of the structure when time dependent creep effects must be included. The effect of the creep deformation can generally be described in terms of the growth of an equivalent initial imperfection. An elastic structure whose load/deflection curve has the form shown in Fig. 1 a 作者: STENT 時間: 2025-3-28 04:51
A Plastic Flow Rule at a Yield Cornerx is supposed to have evolved with essentially 3 facets, and associated normal tensors .. (α = 1, 2, 3). Tensors .. and .. are in the Tresca directions, and .. is inclined to the (in-plane) shear stress axis by an amount proportional to a scalar .. The time-independent plastic flow rule associated w作者: eardrum 時間: 2025-3-28 09:37 作者: –LOUS 時間: 2025-3-28 13:35 作者: aesthetician 時間: 2025-3-28 17:42 作者: 壯觀的游行 時間: 2025-3-28 22:03 作者: 滔滔不絕地說 時間: 2025-3-28 23:55 作者: refine 時間: 2025-3-29 05:32
Mode Interaction in an Eccentrically Stiffened Elastic-Plastic Panel under Compressionto panels designed so that overall buckling as a wide column and local buckling of the plate between the stiffeners occur simultaneously or nearly simultaneously. The bifurcation behaviour for a perfect panel compressed into the plastic range is determined analytically, and the asymptotic initial po作者: Cosmopolitan 時間: 2025-3-29 07:30
Buckling of Stochastically Imperfect Structuresstical properties such as the mean of buckling load and the probability of failure at specified loads are presented for structures whose response and buckling loads can be characterized by one imperfection parameter. For structures for which ergodicity assumptions are reasonable an analysis is prese作者: enterprise 時間: 2025-3-29 14:52 作者: SLAG 時間: 2025-3-29 16:26
Some Statistical Aspects of Coupled Buckling Structuresare those studied elsewhere in the idealized [1] and imperfect [2, 3] cases, which display interaction between buckling modes. A goal of the study is to examine buckling load (output) statistics against supposed imperfection (input) statistics.作者: 挑剔為人 時間: 2025-3-29 22:02 作者: negligence 時間: 2025-3-30 03:02 作者: 扔掉掐死你 時間: 2025-3-30 07:12
Oracle GoldenGate Management Pack Part Ist-bifurcation analysis is mentioned briefly. Mode interaction and imperfection-sensitivity is investigated numerically by application of an incremental method. Computations for panels that bifurcate in the plastic range show a considerable imperfection-sensitivity, in some cases due to mode interaction and in some cases due to a single mode.作者: incontinence 時間: 2025-3-30 09:44
William J. Buchanan BSc (Hons.), CEng, PhDuckling region is presented. The advanced post-buckling behaviour is analyzed by means of the Galerkin method using as coordinate functions a set of initial post-buckling functions corresponding to a given axial wavelength.作者: Champion 時間: 2025-3-30 12:27
https://doi.org/10.1007/979-8-8688-0252-2wo models represent extreme cases. The position of actual tophat stiffened panels between these extremes is being explored. It appears that mode interaction is less severe than with the two flange model though still significant.作者: 逃避現(xiàn)實(shí) 時間: 2025-3-30 19:33
https://doi.org/10.1007/978-1-349-07876-9 of the well-known Perry formula in which the material yield stress is simply replaced by the relevant local buckling stress, together with the predicted asymptotic approach to a reduced modulus load.作者: Daily-Value 時間: 2025-3-30 22:53 作者: chlorosis 時間: 2025-3-31 01:40 作者: 熒光 時間: 2025-3-31 06:11
An Experimental Study of Imperfection-Sensitivity in the Interactive Buckling of Stiffened Plates of the well-known Perry formula in which the material yield stress is simply replaced by the relevant local buckling stress, together with the predicted asymptotic approach to a reduced modulus load.作者: 側(cè)面左右 時間: 2025-3-31 09:35
974. This symposium, one of several on various topics sponsored annually by the International Union of Theoretical and Applied Me- chanics (IUTAM), was organized by a Scientific Committee consisting of B. Budiansky (Chairman), A. H. Chilver, W. T. Koiter, and A. S. Vol‘- mir. Participation was by in作者: thrombosis 時間: 2025-3-31 16:57 作者: 壓倒 時間: 2025-3-31 19:30 作者: Optic-Disk 時間: 2025-3-31 23:47 作者: 磨坊 時間: 2025-4-1 03:21
