Advances in Mechanical Engineering-2016-Zhang-
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CitationsCitations0ReferencesReferences38ABSTRACT: Discrete time transfer matrix method for multibody system dynamics (MS-DT-TMM), a novel method for multibody dynamics simulation, has been developed in recent years. If using this method to simulate multibody dynamics, the global dynamical equations need not be developed, and such characteristics as lower order of global system matrix, fast computation speed, flexible modeling can also be obtained. To improve the numerical stability of MS-DT-TMM, in this investigation, MS-DT-TMM and Riccati transform are combined. Then a new method is formed, namely Riccati MS-DT-TMM. So boundary value problem of space transformation in MS-DT-TMM becomes the original value problem in Riccati MS-DT-TMM and the order of matrix can be reduced again. To shorten the computational time again, the intermediate variables of Riccati transfer matrix method used in vibration mechanics are improved without changing calculation precision and memory storage. Compared with MS-DT-TMM, if using the proposed method, the numerical stability not only in space field but also in time field can be improved and the CPU time can be economized synchronously. The numerical example of one hundred thousand degree of freedom system to validate the method has been given. It can show that the proposed method is a powerful tool for engineering application in multibody system dynamics field. Full-text · Article · Jul 2006 · Thin-Walled Structures ABSTRACT: Plates and shells are main components of modern engineering structures, whose buckling analysis has been focused by researchers. In this investigation, rectangular thin plates with loaded edges simply supported can be discretized by semi-analytical finite strip technology. Then the control equations of the strip elements of the buckling plate will be rewritten as the transfer equations by transfer matrix method. A new approach, namely semi-analytical Finite Strip Transfer Matrix Method, is developed for the buckling analysis of plates. This method requires no global stiffness matrix of the system, reduces the system matrix order, and improves the computational efficiency. Comparing with some theoretical results and FEM’s results of two illustrations (the plates and the ribbed plates) under six boundary conditions, the method is proved to be reliable and effective. Full-text · Article · Nov 2015 ABSTRACT: The buckling and post-buckling behaviour of thin-walled square cross-section tubes subjected to static compression is presented. The columns under consideration were made with the autoclaving technique of eight layers of a glass fibre reinforced polymer unidirectional prepreg tape. Six different arrangements of layers were taken into account. The following experimental data were collected: force–displacement relations obtained from a Zwick/Roel universal testing machine, strains at chosen points of the tube measured with a strain gauge technique, a map of deflections obtained with a non-contact 3D optical method (Aramis System, made by GOM company). All those results were used to determine buckling load and equilibrium paths in the pre-and post-buckling range. A numerical model of the analysed tube was prepared with the ANSYS software. A linear and nonlinear buckling analysis was performed. The experimental results were used to validate the proposed FEM model. An influence of the layer arrangement on the buckling and post-buckling behaviour, differences between the numerical and experimental results and the methods employed for buckling load determination are discussed.Article · Nov 2015 ABSTRACT: Because of non-ductile nature of buckling mode of failure, web-post failure examination of castellated steel beams is considered a critical issue in designing. A detailed numerical study is performed on the shear response of castellated steel beams, susceptible to web-post buckling in this article. The accuracy of the previously proposed formulation is evaluated for the mild steel models and it is found that the available methods fail to accurately predict the web-post buckling load for these beams. A considerable number of finite element (FE) models of mild steel castellated beams, are analyzed and added to the previously developed data bank. Based on these data, consisting of 300 models, a modified formulation is proposed to estimate the critical buckling load of castellated beams, considering material type. A case study analysis of a damaged castellated beam revealed some important factors for a safer design of these beams.Article · Jun 2015 ABSTRACT: The aim of this paper is to develop a finite element method to approximate the buckling problem of simply supported Kirchhoff plates subjected to general plane stress tensor. We introduce an auxiliary variable (with representing the displacement of the plate) to write a variational formulation of the spectral problem. We propose a conforming discretization of the problem, where the unknowns are approximated by piecewise linear and continuous finite elements. We show that the resulting scheme provides a correct approximation of the spectrum and prove optimal order error estimates for the eigenfunctions and a double order for the eigenvalues. Finally, we present some numerical experiments supporting our theoretical results.Article · Oct 2015 ABSTRACT: The objective of this paper is to provide a method for applying modal identification (i.e. the separation of general deformations into fundamental modal deformation classes: local, distortional, global, shear, and transverse extension) to the collapse analysis of thin-walled members modeled using material and geometric nonlinear shell finite element analysis. The advantage of such a modal identification is the ability to categorize and reduce the complicated deformations that occur in a shell finite element model—and ultimately to (a) quantitatively associate failures with particular classes, e.g. state a model as a local failure, and (b) track the evolution of the classes, e.g., mixed local and distortional buckling leading to a distortional failure in a given model. Ultimately, this capability will aid Specification development, which must simplify complicated behavior down to strength predictions in isolated buckling-induced limit states. The modal identification method is enabled by creating a series of base vectors, consistent with the fundamental deformation classes, that are used to categorize the general finite element displacements. The base vectors are constructed using the constrained finite strip method for general end boundary conditions, previously developed by the authors. A fairly sizeable minimization problem is required for assigning the contributions to the fundamental deformation classes. The procedure is illustrated with shell finite element examples of cold-formed steel members modeled to collapse with geometric or/and material nonlinearity. The failure modes of the member are tracked (i.e., identified as a function of displacement), and the collapse mechanism is investigated. The provided examples provide both proof of concept for the modal identification and demonstrate the potential of using such information to better understand the behavior of thin-walled members.Article · Jun 2013
Full-text · Article · May 2014 Article · May 2016 · Shock and Vibration Article · Shock and Vibration Data provided are for informational purposes only. Although carefully collected, accuracy cannot be guaranteed. Publisher conditions are provided by RoMEO. Differing provisions from the publisher's actual policy or licence agreement may be applicable.This publication is from a journal that may support self archiving.小木虫 --- 600万学术达人喜爱的学术科研平台
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请问各位虫友，有没有投过advances in mechanical engineering这个期刊呢？这个期刊的速度和命中率高吗？我做的方向是船舶动力机械的磨损控制，投这个期刊合适吗，求各位指教，谢谢。
请问现在该期刊还是SCI检索吧，因为网上只看到了12年的影响因子。另外，这个期刊是不定期出版的吗，我没查到出版的频率，谢谢，
您好 您确定是SCI&&不是scie&&扩展刊不被学校承认
同志，对你学校实在是无语了
水平不至于如此差吧
现在都以SCIE为准，具体原因自己搜索
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2015年论文什么时候检索？
Advances in mechanical engineering
2015年论文什么时候检索？
Advances in mechanical engineering 换sage出版社， 2015年的论文至今还未检索，有知道什么时候会检索吗？
被踢今年就不检索了？！:o
被踢当然就要停止检索了，免得检索了以后还得删！如果没记错的话，EI都不检索该期刊！不知道当初怎么水上的，
我的投别的期刊也被推荐到这了，你的同意了吗？后续如何，还需要送审吗，还是根据原来的直接做决定。
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ADVANCES IN MECHANICAL ENGINEERING
最近要投这个期刊《ADVANCES IN MECHANICAL ENGINEERING》，想问一下大家它是不是属于呢？
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