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Milestones in the 150-Year History of Topology Optimization: A Review 拓扑优化150年历史中的里程碑:回顾
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-09-30 DOI: 10.24423/CAMES.296
J. Lógó, H. Ismail
{"title":"Milestones in the 150-Year History of Topology Optimization: A Review","authors":"J. Lógó, H. Ismail","doi":"10.24423/CAMES.296","DOIUrl":"https://doi.org/10.24423/CAMES.296","url":null,"abstract":"Structural optimization is one of the most intensively investigated research areas in engineering. Recently, topology optimization has become the most popular engineering subfield. The starting date of structural optimization cannot be precisely determined. Michell’s optimization paper, published in 1904, is considered as the first publication in this subfield. However, his paper starts with a statement that his work is a generalization of Maxwell’s idea presented in the paper published in 1870. \u0000The authors of this review paper consider that this date can be accepted as the starting date of topology optimization. This paper is an overview of subjectively selected state-of-art achievements in topology optimization during its history of 150 years. The selection of the achievements is a rather difficult task because, in the early period of the history of topology optimization, a lot of meetings were classified and the results were not available for the public. The optimization community has almost no knowledge about the publications in topology optimization in the 1950s. Around that time, one can find some information on workshops and meetings connected to the Cambridge University or Oxford University with researchers such as Foulkes, Cox, Hemp, and Shield, who published significant results and these communications are generally not known for the reason mentioned above. After the 1970s, this situation has changed and there were more possibilities to find publications due to the changes and thanks to digitalization. As indicated earlier here subjectively selected works are overviewed from the 150-year history focusing on the first hundred twenty years.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116968818","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 16
The Overview of Optimization Methods Applied to Truss-Z Modular System 桁架- z模块系统优化方法综述
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-09-28 DOI: 10.24423/CAMES.291
M. Zawidzki
{"title":"The Overview of Optimization Methods Applied to Truss-Z Modular System","authors":"M. Zawidzki","doi":"10.24423/CAMES.291","DOIUrl":"https://doi.org/10.24423/CAMES.291","url":null,"abstract":"Extremely Modular Systems (EMSs) are comprised of as few types of modules as possible and allow creating structurally sound free-form structures that are not constrained by a regular tessellation of space. Truss-Z is the first EMS introduced, and its purpose is to create free-form pedestrian ramps and ramp networks in any given environment. This paper presents an overview of various multi-objective optimization methods applied to Truss-Z structures.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128414203","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Parametric Study on the Connection Between Poisson’s Ratio, GSI and Environmental Stress 泊松比、GSI与环境应力关系的参数化研究
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-09-25 DOI: 10.24423/CAMES.287
B. A. Lógó, B. Vásárhelyi
{"title":"Parametric Study on the Connection Between Poisson’s Ratio, GSI and Environmental Stress","authors":"B. A. Lógó, B. Vásárhelyi","doi":"10.24423/CAMES.287","DOIUrl":"https://doi.org/10.24423/CAMES.287","url":null,"abstract":"According to its definition, Poisson’s ratio is a measure of the Poisson effect, the phenomenon in which a material tends to expand in directions perpendicular to the direction of compression or, in other words, Poisson’s ratio is the ratio of relative contraction to relative expansion. For the sake of simplicity, it is handled as a constant. However, in reality, it is a variable. One can find several studies on this topic. This paper aims to study the impact of the environmental (confining) pressure and rock quality (namely the geological strength index, GSI) of rock mass on Poisson’s ratio. By using parametric investigation, several cases were calculated to present the functional dependency between the quantities mentioned above.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129732496","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Different Dynamic Formulations for a Mechanism using Bond Graph 用键合图表示机构的不同动力学公式
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-09-18 DOI: 10.24423/CAMES.298
A. Maini, A. Vaz
{"title":"Different Dynamic Formulations for a Mechanism using Bond Graph","authors":"A. Maini, A. Vaz","doi":"10.24423/CAMES.298","DOIUrl":"https://doi.org/10.24423/CAMES.298","url":null,"abstract":"For modeling dynamics of mechanisms, various classical formulations are available in literature. The equations of dynamics given by the various classical formulations can also be derived from bond graph. Bond graph is a convenient graphical representation for modeling dynamics of physical systems in multiple energy domains. \u0000In this paper, various alternative causality assignment procedures in bond graph are used to derive different classical formulations such as Lagrange of the first kind (with multipliers), Lagrange formulation of the second kind and Hamiltonian formulations. An example of a mechanism has been modeled using bond graph technique and various alternative causality assignment procedures are applied to derive the various formulations. Simulation coding has been done using MATLAB and plots of various properties have been drawn, analyzed and discussed. The purpose of this paper is to show, how the various formulations can be obtained from bond graph using various alternative causality assignment procedures.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128652789","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Applications of Michell’s Theory in Design of High-Rise Buildings, Large-Scale Roofs and Long-Span Bridges 米歇尔理论在高层建筑、大型屋顶和大跨度桥梁设计中的应用
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-09-17 DOI: 10.24423/CAMES.288
C. Graczykowski, T. Lewiński
{"title":"Applications of Michell’s Theory in Design of High-Rise Buildings, Large-Scale Roofs and Long-Span Bridges","authors":"C. Graczykowski, T. Lewiński","doi":"10.24423/CAMES.288","DOIUrl":"https://doi.org/10.24423/CAMES.288","url":null,"abstract":"This paper analyzes the relations between the theory of Michell structures, which is one of the most important theories in structural optimization, and some remarkable engineering structures, including selected high-rise buildings, large-scale roof coverings and long-span bridges. The first part of this study briefly presents the development of Michell’s theory, its basic concepts, assumptions, and examples and fundamental features of Michell structures. Then, several untypical engineering structures that make use of said concepts are presented, including skyscrapers proposed by the Polish structural designer W. Zalewski and the international architectural office of Skidmore, Owings and Merill (SOM). Next, large-scale roof coverings of “Spodek” arena in Poland as well as selected bridges are thoroughly analyzed in the context of similarity to Michell structures. The conducted study reveals that considered structural forms of the analyzed structures follow some of the concepts known from Michell’s theory and thus possess many features of the optimal structural designs.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130103323","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Speckle Noise Reduction and Image Segmentation Based on a Modified Mean Filter 基于改进均值滤波的斑点降噪与图像分割
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-09-15 DOI: 10.24423/CAMES.290
P. Arulpandy, M. Pricilla
{"title":"Speckle Noise Reduction and Image Segmentation Based on a Modified Mean Filter","authors":"P. Arulpandy, M. Pricilla","doi":"10.24423/CAMES.290","DOIUrl":"https://doi.org/10.24423/CAMES.290","url":null,"abstract":"Image segmentation is an essential process in many fields involving digital images. In general, segmentation is the process of dividing the image into objects and background image. Image segmentation is an important step in the object detection process. It becomes more critical if a given image is corrupted by noise. Most digital images are corrupted by noises such as salt and pepper noise, Gaussian noise, Poisson noise, speckle noise, etc. Speckle noise is a multiplicative noise that affects pixels in a gray-scale image, and mainly occurs in low level luminance images such as Synthetic Aperture Radar (SAR) images and Magnetic Resonance Image (MRI) images. Image enhancement is an essential task to reduce specklenoise prior to performing further image processing such as object detection, image segmentation, edge detection, etc. Here, we propose a neighborhood-based algorithm to reduce speckle noise in gray-scale images. The main aim of the noise reduction technique is to segment the noisy image. So that the proposed algorithm applies some luminance to the original image. The proposed technique performs well at maximum noise variance. Finally, the segmentation process is done by the modified mean filter. The proposed technique has three phases. In phase 1, the speckle noise is reduced and the contrast adjustment is made.  In phase 2, the segmentation of the enhanced image is processed. Finally, in phase 3, the isolated pixels in the segmented image are eliminated and the final segmented image is generated. This technique does not require any threshold value to segment the image; it will be automatically calculated based on the mean value.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114148576","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Michell Structures within L-Shaped Domains l形域内的米歇尔结构
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-07-31 DOI: 10.24423/CAMES.281
K. Bołbotowski, T. Lewinski, T. Sokół
{"title":"Michell Structures within L-Shaped Domains","authors":"K. Bołbotowski, T. Lewinski, T. Sokół","doi":"10.24423/CAMES.281","DOIUrl":"https://doi.org/10.24423/CAMES.281","url":null,"abstract":"By recalling the main mathematical results concerning the theory of Michell structures, the present paper puts forward an interpretation of the selected numerical methods for constructing their approximants, that is, trusses with a large number of nodes. The efficiency of one of these methods: the ground structure method in its adaptive version is shown in the context of the L-shaped design domain problem. A large family of highly accurate truss approximants corresponding to the point loads acting at selected vertices is constructed and discussed.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114823590","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Inverse Kinematics of a Spatial Mechanism using Multibond Graph 基于多键图的空间机构运动学逆解
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-06-22 DOI: 10.24423/CAMES.280
A. Maini, A. Vaz
{"title":"Inverse Kinematics of a Spatial Mechanism using Multibond Graph","authors":"A. Maini, A. Vaz","doi":"10.24423/CAMES.280","DOIUrl":"https://doi.org/10.24423/CAMES.280","url":null,"abstract":"Various methods are available to compute kinematics and dynamics in the case of spatial mechanisms. These methods are cumbersome and laborious for large and multibody spatial mechanisms. The bond graph technique is a powerful alternative tool for modeling. A four-link closed-chain 3R2S (3Revolute 2Spherical) spatial mechanism stands out among the other four-link closed-chain spatial mechanisms due to its ability to be used in a number of applications. The main aim of this paper is to compute the inverse kinematics of the mechanism using the bond graph structure of the system. In this paper, modeling of a four-link closed-chain 3R2S spatial mechanism has been conducted using a multibond graph approach. Inverse kinematics of the spatial mechanism, under various applications, has been directly obtained from the bond graph modeling. MATLAB coding for simulation has been done directly from the multibond graph without explicitly deriving system equations. The simulation results have been analyzed and discussed using various plots.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132160573","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Simulations of Concrete Response to Impact Loading Using Two Regularized Models 用两种正则化模型模拟混凝土对冲击荷载的响应
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-06-19 DOI: 10.24423/CAMES.270
Adam Wosatko, A. Winnicki, J. Pamin
{"title":"Simulations of Concrete Response to Impact Loading Using Two Regularized Models","authors":"Adam Wosatko, A. Winnicki, J. Pamin","doi":"10.24423/CAMES.270","DOIUrl":"https://doi.org/10.24423/CAMES.270","url":null,"abstract":"This paper focuses on a comparison of two regularized continuum models for concrete in the simulations of selected benchmarks of response to impact loading. Their overview is performed in the context of application in dynamics. The first one is the Hoffman viscoplastic consistency model, where the strain rate activates regularization. The second model is derived from the scalar damage theory enhanced by an averaging equation incorporating the Laplacian of an averaged strain measure. Both models are implemented in the FEAP package. The results of some standard wave propagation tests are discussed, considering discretization sensitivity and predicted failure modes. Three examples are presented: the direct tension of a plain and reinforced concrete bar, the split test of a cylinder, and the four-point bending of a reinforced concrete beam. The ability of both models to simulate impact loading is assessed.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114294202","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
In Memoriam – Professor Witold Gutkowski 纪念——维托尔德·古特科夫斯基教授
Computer Assisted Mechanics and Engineering Sciences Pub Date : 2020-06-05 DOI: 10.24423/CAMES.293
B. Blachowski, P. Hołobut
{"title":"In Memoriam – Professor Witold Gutkowski","authors":"B. Blachowski, P. Hołobut","doi":"10.24423/CAMES.293","DOIUrl":"https://doi.org/10.24423/CAMES.293","url":null,"abstract":"Professor Witold Gutkowski, our doctoral advisor, teacher, and mentor for many years, passed away suddenly on 18 November 2019 at the age of 91.Professor Gutkowski remained an active researcher until his death. We will remember him as a man full of kindness, composure and wisdom, who devoted his life to serving his homeland, and as a distinguished scholar who greatly contributed to high-quality scientific research.","PeriodicalId":448014,"journal":{"name":"Computer Assisted Mechanics and Engineering Sciences","volume":"321 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115840091","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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