Thematische Bibliographien / ANSYS software

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  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „ANSYS software“

Autor: Grafiati
Veröffentlicht am 4. Juni 2021
Zuletzt aktualisiert am 20. Februar 2023

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Zeitschriftenartikel zum Thema "ANSYS software"

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Li, Yu Guang, und Guo Qing Zhang. „The Dynamic Simulation Study of WN Gear Pair after Coupling Tribology“. Applied Mechanics and Materials 577 (Juli 2014): 214–17. http://dx.doi.org/10.4028/www.scientific.net/amm.577.214.

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Based on WN gear characteristics and considering system error, a multi-degree-freedom (Tangential-Radial-Axial) dynamics analysis model after coupling friction was established. In this article, we established the three-dimensional solid model by using PROE and then imported WN gear’ three-dimensional model into Ansys software through the data interface of Ansys software and PROE software and conducted a three-dimensional simulation anasys of the impact of dynamic contact. By applying load, the stress analysis of WN gear was conducted and the WN gear’s the effective stress clouds was gotten. Meanwhile, basing on ANSYS / LS-DYNA, it established the rigid-flexible body of gear dynamic contact model and analyzed the dynamic simulation anasys of WN gear. The results demonstrated that the tangential and axial vibration of double arc gear was significantly greater than the radial vibration.
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Wang, Li Xin, Wen Ge Qiu, Qiu Chao Deng und Zhi Hua Yan. „To Use ANSYS Software with Programming Ideas“. Advanced Materials Research 433-440 (Januar 2012): 4316–19. http://dx.doi.org/10.4028/www.scientific.net/amr.433-440.4316.

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In this paper, the viewpoint, which to use ANSYS software with programming ideas whatever the beginner, medium and advanced users, is put forward. This style of using ANSYS can make full use of ANSYS powerful functionality. There are many advantages, especially in modifying and deleting commands during an analysis, archiving and transferring your analysis documents, protecting your modeling and simulation intellectual property right, concurrent design and analysis, etc
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Wang, Zhi Ming, Yu Chao Wang und Dong Mei Tang. „Method Study on Digital-Model Conversion of Magnetic Worm from CAD Software to ANSYS Software“. Advanced Materials Research 443-444 (Januar 2012): 252–57. http://dx.doi.org/10.4028/www.scientific.net/amr.443-444.252.

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In order to solve the model element-missing problem of magnetic worm during the transmission process from Pro/Engineer software to ANSYS software, the paper proposes a novel transmission method. Tooth surface point-data file is established by the MATLAB software. Then the tooth surface curve is generated by the Pro/Engineer software according to the point-data file. The curve is imported into ANSYS software to set up the finite element analysis model. Finally grids are divided by the ANSYS software. After a series of programming and related works, the finite element model of the worm is established in ANSYS software and it indicates that this method is practical and effective and successfully resolved the model element-missing problem of magnetic worm during the transmission process from Pro/Engineer software to ANSYS software.
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Jaskot, Anna. „STEEL CANTILEVER BEAM OPTIMIZATION WITH ANSYS SOFTWARE“. Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo 177, Nr. 27 (Dezember 2021): 69–75. http://dx.doi.org/10.17512/znb.2021.1.11.

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Buzalo, N. A., A. S. Alexeeva und B. A. Chernykhovsky. „Modelling framework joints in ANSYS software complex“. IOP Conference Series: Materials Science and Engineering 687 (10.12.2019): 033036. http://dx.doi.org/10.1088/1757-899x/687/3/033036.

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Pandey, K. M., und Amrit Sarkar. „Structural Analysis of Nuclear Fuel Element with Ansys Software“. International Journal of Engineering and Technology 3, Nr. 2 (2011): 187–92. http://dx.doi.org/10.7763/ijet.2011.v3.222.

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Lv, Ling Wei. „Thermal Analysis Module of ANSYS“. Advanced Materials Research 1030-1032 (September 2014): 653–56. http://dx.doi.org/10.4028/www.scientific.net/amr.1030-1032.653.

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Briefly introduced ANSYS software in this paper,especially its powerful function as a kind of finite element analysis software in terms of thermal analysis. Describes the basic principle of ANSYS thermal analysis、analysis steps and method of data pretreatment and post-treatment, discussed the application of ansys and problems needing attention. in thermal analysis
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Zhao, Wei Tao, Feng Guo und Xiao Li. „Reliability Analysis of Composite Structure Using ANSYS Software“. Advanced Materials Research 945-949 (Juni 2014): 1155–58. http://dx.doi.org/10.4028/www.scientific.net/amr.945-949.1155.

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ANSYS software has provided complete and accurate solutions for composite laminate analysis and provided a set of special elements for different composite structures such as laminated plates, beams, solid structures and stiffeners. Fiber composite materials have been widely used to critical components of aircrafts, automobiles, mechanical, and marine structures. Since uncertainties associated with geometric tolerances, material properties, and boundary conditions widely exist in practical engineering problems. The probability approach is the most popular way to quantify uncertain parameters and perform the reliability analysis. The paper researches on the reliability analysis of the composite panels using ANSYS software. The numerical example is given, it is shown that the response surface method (RSM) can reduce the computational efforts comparing with Monte Carlo simulation (MCS).
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Marchuk, N. I., S. V. Deordiev und E. V. Prasolenko. „Optimal design solutions for structures using ANSYS software“. IOP Conference Series: Materials Science and Engineering 456 (31.12.2018): 012022. http://dx.doi.org/10.1088/1757-899x/456/1/012022.

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Shalamov, P. V., I. A. Kulygina und E. N. Yaroslavova. „ANSYS Software-based Study of Thermal Drilling Process“. Procedia Engineering 150 (2016): 746–52. http://dx.doi.org/10.1016/j.proeng.2016.07.098.

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Dissertationen zum Thema "ANSYS software"

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Viszlay, Viliam. „Ohýbaná tělesa: Numerická podpora v software ANSYS“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240183.

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The aim of the thesis is the investigation of fracture-mechanics parameters on specimens made of quasi-brittle materials. The principles of two-parameter fracture mechanics are used. Couple of numerical simulations were done and their outputs are used for two main analysed specimen geometries. For simulations the finite element method software ANSYS is used. In the first part, the thesis focuses on bended specimens. The influence of different geometric parameters on fracture mechanics behaviour of cracked specimen is investigated. For model calibration the outputs of other authors are used. In the second part the specimens for modified compact-tension test (CT test) are analysed. Similar to the first part, the influence of geometric parameters of the specimen (in this case, the specimen size) on fracture mechanics parameters were investigated. The modified CT test was derived from CT test which is commonly used for metal materials testing as the suitable geometry for cement-based composite materials testing. The outputs of both parts are calibration polynomials, which are expressions obtained for different specimen geometries, giving the value of fracture mechanics parameter as the function of specimen geometry. As the example, calibration curves are used to obtain fracture toughness of tested material using the outputs from recent experiment.
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Maia, Filipe Martim Esteves. „Análise paramétrica e optimização estrutural utilizando o software comercial ANSYS“. Master's thesis, FCT-UNL, 2011. http://hdl.handle.net/10362/6679.

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Rinaldi, Elisa. „3D Finite Element Analysis of Wheel/Rail normal contact problem using ANSYS software“. Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

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La meccanica del contatto fra ruota ferroviaria e rotaia, è una delle più importanti aree di studio nell’Ingegneria Ferroviaria. Ad oggi, un vasto numero di formulazioni analitiche sono state proposte dai ricercatori, con lo scopo di valutare i parametri di contatto tra ruota e rotaia ed arrivare ad una descrizione affidabile delle forze che agiscono nell’area di contatto. Comunque, solo alcuni dei metodi disponibili permettono di considerare, nelle loro elaborazioni, la reale geometria di contatto tra ruota e rotaia o la non linearità delle proprietà dei materiali impiegati. Un’alternativa ai metodi analitici per descrivere la fisica del contatto tra ruota e rotaia e di fare uso di tecniche computazionali numeriche quale l’Analisi agli Elementi Finiti (FEA – Finite Element Analysis). Il vantaggio di questo metodo è dato dalla possibilità di poter modellare complesse geometrie che permettono di simulare più accuratamente il contatto tra ruota e rotaia e determinare l’ampiezza degli stress e la loro distribuzione, oltre alla dimensione e forma dell’area di contatto. Per questa ragione, un modello agli Elementi Finiti tridimensionale della ruota ferroviaria e della rotaia è stato creato utilizzando Ansys Parametric Design Language di ANSYS per studiare il problema di contatto normale. Per verificare l’accuratezza dei risultati forniti dal modello, questo è stato validato in confronto alla teoria di Hertz sul contatto elastico. Questa teoria rappresenta la base sulla quale la maggior parte dei modelli computazionali vengono sviluppati. Il principali scopi di questa tesi sono quindi di studiare i problemi del contatto tra ruota e rotaia e di valutare l’influenza dei parametri operativi quali il coefficiente di frizione, lo spostamento laterale della sala montata e l’inclinazione della rotaia sul piano orizzontale, sulla fisica del contatto.
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Alarcon, Ayala Igor Carlos. „Customização do software ANSYS para análise de lajes de concreto protendido pelo método dos elementos finitos“. reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/163329.

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A necessidade por aprimorar sistemas e materiais na indústria da construção civil derivou no uso da protensão como uma alternativa de reforço para estruturas de concreto. As vantagens técnicas e econômicas encontradas no projeto e execução de estruturas de concreto fizeram com que este sistema venha ganhando preferência frente ao sistema convencional de concreto armado. Nesse contexto, este trabalho visa contribuir desenvolvendo um modelo computacional no software ANSYS, versão 16.0, por meio da ferramenta de customização UPF (User Performance Features), para o estudo de lajes de concreto armado e protendido, com ou sem aderência. A implementação do modelo computacional, baseado no método dos elementos finitos, tem ênfase na não-linearidade física dos materiais através de um modelo elasto-viscoplástico que inclui dois procedimentos de análise: a resposta instantânea da estrutura considera um comportamento elastoplástico e a resposta diferida da estrutura assume um comportamento viscoelástico. A modelagem das lajes é feita a partir da ideia de elementos reforçados, assim, são utilizados elementos finitos de casca de ordem superior SHELL281 como elementos base de concreto. Enquanto que a armadura passiva é modelada com elementos de reforço REINF264, considerando-as como uma linha de material mais rígido com aderência perfeita no interior dos elementos de casca, ou seja, como armadura incorporada. Por sua vez, para modelar a armadura ativa não-aderente utiliza-se elementos finitos unidimensionais LINK180 que funcionam como armadura discreta, a condição de não-aderência é satisfeita pelo comando CP. Destaca-se que a não-linearidade geométrica é inerente nos elementos finitos utilizados e que os mesmos são compatíveis entre si e com a ferramenta de customização UPF. Para validar a eficiência do modelo computacional, comparam-se resultados numéricos com valores experimentais disponíveis na literatura. A comparação dos resultados mostra que os modelos representam corretamente o comportamento das lajes ensaiadas experimentalmente. O baixo custo computacional de tempo, a boa precisão dos resultados e as ferramentas de processamento do ANSYS tornam-no em uma alternativa eficiente.
The need for improvement of systems and materials of the construction industry resulted in the use of prestressing as an alternative to reinforce concrete structures. The technical and economic advantages found in the design of concrete structures caused that this system has been gaining preference against the conventional system of reinforced concrete. In this sense, this work aims to contribute developing a computational model in ANSYS software, version 16.0, through the customization tool UPF (User Performance Features), to the study of reinforced and, bonded or unbonded, prestressed concrete slabs. The computational model implementation, based on the finite element method, has emphasis on the physical materials nonlinearity with an elasto-viscoplastic model that includes two analysis procedures: the instantaneous response of the structure considers an elastoplastic behavior and the delayed response of the structure assumes a viscoelastic behavior. The slab models are based in reinforcement elements, thus higher order shell finite elements SHELL281 are used as base elements of concrete. The reinforcement is modeled with reinforcing elements REINF264, as a line of more rigid material with perfect bonding inside the concrete elements, it is, as incorporated reinforcement. On the other hand, the finite elements LINK180 that work as discrete reinforcement are used to simulate prestressing tendons, CP command satisfies the absence of non-adherence. It is noteworthy that the geometrical nonlinearity is inherent to the finite element used and that they are compatible between them and with the customization tool UPF. To validate the computational model efficiency, numerical results are compared with experimental values available in the literature. The results comparison shows that the models represent correctly the behavior of experimentally tested slabs. The low computational cost of time, the good precision of results and the ANSYS processing tools make it an efficient alternative.
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Гудков, Сергій Миколайович, Сергей Николаевич Гудков, Serhii Mykolaiovych Hudkov und И. В. Мазуренко. „Исследование динамики ротора безвального насоса с использованием программного комплекса ANSYS“. Thesis, Сумский государственный университет, 2014. http://essuir.sumdu.edu.ua/handle/123456789/40528.

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Осевые силы, действующие на роторы насосов, измеряются десятками тонн. Уравновешивание этих сил достигается с помощью автоматических устройств. Основными элементами систем авторазгрузки ротора являются цилиндрический и торцовый дроссели, разделенные камерой. Проводимости цилиндрического и торцевого дросселя зависят соответственно от радиальных и осевых колебаний ротора. С этого можно сделать вывод о взаимосвязи радиальных и осевых колебаниях ротора, которую необходимо учитывать на стадии расчета и проектирования уравновешивающих устройств.
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Тесленко, О. С., und А. В. Хоменко. „Комп’ютерна механіка“. Thesis, Сумський державний університет, 2015. http://essuir.sumdu.edu.ua/handle/123456789/43363.

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Комп’ютерна механіка – це комп’ютерні технології у всіх напрямках науки і техніки, зокрема в машинобудуванні, тепловій і атомній енергетиці, будівництві та біоінженерії. Особливістю «Комп'ютерної механіки» є те, що вона знайомить студентів з конструкцією, принципами роботи і фізичними процесами тих машин, які в подальшому доведеться створювати та досліджувати за допомогою комп'ютерних технологій.
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Лісовенко, Дмитро Володимирович, Дмитрий Владимирович Лисовенко, Dmytro Volodymyrovych Lisovenko, Андрій Васильович Загорулько, Андрей Васильевич Загорулько und Andrii Vasylovych Zahorulko. „Экспериментальное исследование торцовых затворных импульсных уплотнений“. Thesis, Сумский государственный университет, 2014. http://essuir.sumdu.edu.ua/handle/123456789/40580.

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Гончарова, А. В. „Термогідродинамічний аналіз упорного підшипника зі скребками та охолодженням термонавантаженої зони колодки“. Master's thesis, Сумський державний університет, 2018. http://essuir.sumdu.edu.ua/handle/123456789/71739.

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Об'єкт дослідження: упорний підшипник зі скребками та охолодженням термонавантаженої зони колодки. Методи дослідження: дослідження механізму змащення в упорному колодковому підшипнику, моделювання сектору упорного підшипника за допомогою програмного комплексу ANSYS. Упopнi пiдшипники кoвзaння являютьcя вaжливими кoмпoнентaми cучacних вiдцентpoвих кoмпpеcopiв тa iнших cилoвих уcтaнoвoк тa викopиcтoвуютьcя для пiдтpимки ocьoвих нaвaнтaжень poтopiв, щo oбеpтaютьcя. В ocтaннi poки бaгaтo дocлiджень cпpямoвaнi нa пiдвищення неcучoї здaтнocтi пiдшипникiв, aле зaпpoпoнoвaних зaхoдiв не зaвжди дocтaтньo, щoб в пoвнiй мipi зaбезпечити неoбхiднi poбoчi хapaктеpиcтики.
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González, Silva Germán. „Metodologia para aplicar LES ao craqueamento catalítico fluido em um reator riser industrial“. [s.n.], 2012. http://repositorio.unicamp.br/jspui/handle/REPOSIP/266671.

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Orientador: Milton Mori
Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Química
Made available in DSpace on 2018-08-21T06:39:27Z (GMT). No. of bitstreams: 1 GonzalezSilva_German_D.pdf: 4427269 bytes, checksum: bb45c122c3faad0613f060ad4cbd3b61 (MD5) Previous issue date: 2012
Resumo: O objetivo principal desta tese é propor uma metodologia para aplicar simulação de grandes escalas (LES) em uma unidade de craqueamento catalítico industrial. Para atingir este objetivo, iniciou-se propondo uma metodologia para a construção da malha, sendo uma malha quase-uniforme. As malhas propostas foram implementadas para minimizar o esforço computacional e procedimento para a refinação uniforme no domínio do sistema. Inicialmente, foi estudada a fluidodinâmica de um leito fluidizado gás-sólido na escala de laboratório sem reação química, utilizando Simulação de Grandes Escalas. Com base nos resultados numéricos obtidos a partir de resultados da escala de laboratório foi aplicado o modelo cinético de 4 lump em uma simulação CFD tridimensional para um reator industrial FCC, utilizando LES para a fase gasosa, e considerando o catalisador como uma fase contínua (Euleriana). Os pacotes de simulação utilizados foram Ansys ICEM versão 13 para a construção da malha e Ansys CFX versão 13 para o pós-processamento dos resultados. No pós-processamento dos resultados foi proposta uma metodologia para determinar as médias azimutais das variáveis em planos perpendiculares ao escoamento e finalmente foram validadas as simulações com dados reportados na literatura. As principais conclusões do trabalho foram que foi possível diminuir o tamanho da malha e o tempo de processamento. Notou-se também que, ao usar malhas com discretização quase-uniforme não foi necessário fazer um refinamento de malha elevado, nem refinar perto da parede para o sistema gás-sólido
Abstract: The main objective of this thesis is to propose a methodology in how to apply Large Eddy Simulation (LES) on a unit of catalytic cracking. In order to achieve this, it was proposed an alternative way of constructing the computational mesh, by using quasi-uniform meshes. The proposed meshes were implemented to minimize the computational effort and procedure for refining them in the entire domain of the system. Initially it was studied the fluid dynamics of a lab scale gas-solid system without chemical reaction, using Large Eddy Simulation. Based on the numerical results obtained from lab scale results it was implemented the 4 lump kinetic model in a three dimensional CFD simulation of an FCC industrial reactor, using LES for the gas phase and considering the catalyst as a continuous phase (Eulerian). The simulation packages used were Ansys ICEM, version 13 for mesh construction and Ansys CFX 13 for computation and post-processing of the results. In the data post-processing it was proposed a methodology for calculating average values of fluctuating variables between two circular sections in the azimuthal direction. The results were compared with data reported in literature. The main conclusions of the results showed that it was possible to decrease the mesh size and the computational time. It was also noticed that by using quasi-uniform discretization it was not necessary to make a high mesh refinement near the wall for a gas-solid system
Doutorado
Desenvolvimento de Processos Químicos
Doutor em Engenharia Química
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Pavan, Kumar Maareddygari Pavan Kumar, und Bharadwaj Yellambalse Prem Kumar Anoop Anoop. „Design and Construction of Chassis for Uniti L7e Vehicle“. Thesis, Högskolan i Halmstad, Akademin för ekonomi, teknik och naturvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-32946.

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Chassis is the primary structural component of an automobile. It is the main supporting structure of a vehicle to which all other systems like braking, suspension and differential are attached. In this thesis, a methodology for L7e category vehicle chassis design and structural stability analysis is presented. The present car being developed at Uniti Sweden AB is classified as L7e category vehicle as per the European Union, therefore the chassis developed in this thesis considers the specific characteristics that vehicles under this category demands for. A literature study is carried out to review various existing designs of vehicle chassis, latest innovations and advanced materials used to manufacture the same. The various types of forces and stresses commonly acting on chassis structures are analyzed and their effects on the vehicle is understood. After completing literature study, several findings are listed in a systematic manner, by providing ample arguments to justify each of them. The pro-con analysis is conducted to evaluate merits and demerits of each alternative type of chassis and the material to manufacture it. The most essential design criteria are derived from the QFD (Quality function deployment) which then acts as important guidelines during the actual design process. Structural chassis frame is designed as per the design criteria, using the CAD software CATIAV5R19 and the structural stability of the same is tested and analyzed using ANSYS 15.0 software. From the results of these analysis tests the static structural stability of the design is confirmed.
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Bücher zum Thema "ANSYS software"

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S, Yoshimoto, und Stolarski T. A, Hrsg. Engineering analysis with ANSYS software. Amsterdam: Butterworth-Heinemann, 2006.

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Pa.) ANSYS Conference (8th 1998 Pittsburgh. 1998 ANSYS Conference proceedings: Simulating real life, software with no boundaries. [Houston, PA (201 Johnson Rd., Houston 15342-1300)]: ANSYS, Inc., 1998.

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Engineering Analysis with ANSYS Software. Elsevier Science & Technology Books, 2018.

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Engineering Analysis with ANSYS Software. Elsevier, 2018. http://dx.doi.org/10.1016/c2016-0-01966-6.

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Engineering Analysis with ANSYS Software. Elsevier, 2006. http://dx.doi.org/10.1016/b978-0-7506-6875-0.x5030-3.

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Stolarski, Tadeusz, Y. Nakasone und S. Yoshimoto. Engineering Analysis with ANSYS Software. Elsevier Science & Technology Books, 2011.

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Stolarski, Tadeusz, Y. Nakasone und S. Yoshimoto. Engineering Analysis with ANSYS Software. Elsevier Science & Technology Books, 2018.

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Sayadi, Alireza. Understanding and Using ANSYS. Wiley & Sons, Incorporated, John, 2030.

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Jha, Sachidanand. ANSYS 3D Exercises: 200 3D Practice Drawings For ANSYS and Other Feature-Based 3D Modeling Software. Independently published, 2019.

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Finite Element Modeling and Simulation with Ansys Workbench. Taylor & Francis Group, 2014.

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Buchteile zum Thema "ANSYS software"

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Khangarot, Harshita, Vikas Kumar, Rohit Sharma, Ambrish Maurya und Jaspreet Hira. „Modal Analysis of Vibratory Finishing Machine Using ANSYS Software“. In Lecture Notes in Mechanical Engineering, 447–56. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-8025-3_44.

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Poszwa, Przemyslaw, und Marek Szostak. „Simulation of the thermoforming process using the ANSYS Polyflow software“. In Insights and Innovations in Structural Engineering, Mechanics and Computation, 1804–8. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-298.

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Sanjitha, K., V. Panduranga und S. Mallesh. „Thermal Analysis of Different Components on the PCB Using ANSYS Software“. In Cybernetics, Cognition and Machine Learning Applications, 147–56. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1484-3_17.

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Boshe, Addisu, Endalkachew Mosisa Gutema und Mahesh Gopal. „Design and Performance Optimization of Electric Resistance Furnace Using ANSYS Simulation Software“. In Materials, Design and Manufacturing for Sustainable Environment, 297–316. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3053-9_24.

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Than, Van-The, Thi-Thao Ngo, Jin H. Huang, Chi-Chang Wang und Vinh Hung Tran. „Optimal Cross-Section of Hollow Steel for Chair Design Based on Ansys Software“. In Lecture Notes in Mechanical Engineering, 441–46. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-99666-6_64.

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Van-Phuc, Phan. „Determination Method of the Structural Strength of Deep Reinforced Concrete Beams Using ANSYS Software“. In Resilient Infrastructure, 255–67. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6978-1_20.

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Khong, Trong Toan, Quoc Tinh Tran und Van Trinh Do. „Modeling of Reinforced Concrete Beam Retrofitted with Fiber Reinforced Polymer Composite by Using ANSYS Software“. In Lecture Notes in Civil Engineering, 295–309. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_25.

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Hasan, Mohammad Kamrul, Yashu Verma, Preeta Sharan, Manpreet S. Manna und Shayla Islam. „Design and Analysis of Outer Rotor Brushless DC Motor for Robotics Using Ansys Maxwell Software“. In Intelligent Systems Reference Library, 93–107. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-99329-0_7.

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Štoller, Jiří, und Branislav Dubec. „Design and Assessment of Shape of Protective Structure by Usage of CFD Software Environment Ansys Fluent“. In Durability of Critical Infrastructure, Monitoring and Testing, 200–210. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-3247-9_23.

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Nagakumar, M. S., N. Ajay und Sharu Elishuba John. „An Analytical Approach to Analysis of Concrete Overlay (White Topping) Over Flexible Pavement (Hot Mix Asphalt) Using ANSYS Software“. In Lecture Notes in Civil Engineering, 363–79. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_24.

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Konferenzberichte zum Thema "ANSYS software"

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Sasanapuri, Balasubramanyam, Krishna Zore und Eric Bish. „Aeroelastic Simulations Using ANSYS Multiphysics Software“. In 58th AIAA/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2017. http://dx.doi.org/10.2514/6.2017-0192.

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Kolobov, M. A., A. V. Okunev und D. V. Bushmanov. „Research of Planar Transformer Properties Using Ansys Software“. In 2020 International Conference on Industrial Engineering, Applications and Manufacturing (ICIEAM). IEEE, 2020. http://dx.doi.org/10.1109/icieam48468.2020.9111980.

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Šimeček, Kamil. „Testing of the seismic response in software ANSYS“. In 18TH CONFERENCE OF POWER SYSTEM ENGINEERING, THERMODYNAMICS AND FLUID MECHANICS. AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5138631.

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Zhu, Kai, und LianChun Long. „Encapsulated Invoking the Analysis Software ANSYS Based on VB“. In 2010 International Conference on E-Product E-Service and E-Entertainment (ICEEE 2010). IEEE, 2010. http://dx.doi.org/10.1109/iceee.2010.5660678.

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Psota, Boleslav, und Ivan Szendiuch. „Modeling of microelectronic structures and packages using ANSYS software“. In 2011 34th International Spring Seminar on Electronics Technology (ISSE). IEEE, 2011. http://dx.doi.org/10.1109/isse.2011.6053887.

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S., Arumugam, und Arunkumar S. „Modeling and Analysis of the Crankshaft using ANSYS Software“. In International Conference on Computer Applications — Computer Applications - I. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-7618-0_1434.

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Petrosyan, Taron, Karel Katovsky und Tsolak Malakyan. „Analysis of Passive Heat Removal System by ANSYS CFX software“. In 2018 19th International Scientific Conference on Electric Power Engineering (EPE). IEEE, 2018. http://dx.doi.org/10.1109/epe.2018.8395993.

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Liu Yuan und Han Xiaodan. „Aided design on fair-faced concrete Formwork with ANSYS software“. In 2012 International Conference on Information Management, Innovation Management and Industrial Engineering (ICIII). IEEE, 2012. http://dx.doi.org/10.1109/iciii.2012.6339908.

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Nascimento, Erick Oliveira do, Elcilane Araújo de Freitas und Vera Carlice Lopes Pereira Dos Reis. „INFLUÊNCIA DA DIFUSÃO NUMÉRICA NO CÁLCULO DO SOFTWARE ANSYS FLUENT“. In Anais do I Congresso Brasileiro Interdisciplinar em Ciência e Tecnologia. Recife, Brasil: Even3, 2020. http://dx.doi.org/10.29327/121206.1-10.

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Paiva, E., und N. Jr. „Thermal Analysis of a Metal Structure Using the Ansys Software“. In 14th WCCM-ECCOMAS Congress. CIMNE, 2021. http://dx.doi.org/10.23967/wccm-eccomas.2020.320.

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Berichte der Organisationen zum Thema "ANSYS software"

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CREA, B. A. Acceptance Test Plan for ANSYS Software. Office of Scientific and Technical Information (OSTI), Oktober 2000. http://dx.doi.org/10.2172/805370.

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TEWKSBURY, D. A. VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE. Office of Scientific and Technical Information (OSTI), Juni 2004. http://dx.doi.org/10.2172/825366.

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TEWKSBURY, D. A. VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE. Office of Scientific and Technical Information (OSTI), August 2004. http://dx.doi.org/10.2172/828016.

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HAMM, E. R. VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE. Office of Scientific and Technical Information (OSTI), Juni 2003. http://dx.doi.org/10.2172/814762.

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Fernandez, Ruben, Hernando Lugo und Georfe Dulikravich. Aerodynamic Shape Multi-Objective Optimization for SAE Aero Design Competition Aircraft. Florida International University, Oktober 2021. http://dx.doi.org/10.25148/mmeurs.009778.

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The SAE Regular Class Aero Design Competition requires students to design a radio-controlled aircraft with limits to the aircraft power consumption, take-off distance, and wingspan, while maximizing the amount of payload it can carry. As a result, the aircraft should be designed subject to these simultaneous and contradicting objectives: 1) minimize the aerodynamic drag force, 2) minimize the aerodynamic pitching moment, and 3) maximize the aerodynamic lift force. In this study, we optimized the geometric design variables of a biplane configuration using 3D aerodynamic analysis using the ANSYS Fluent. Coefficients of lift, drag, and pitching moment were determined from the completed 3D CFD simulations. Extracted coefficients were used in modeFRONTIER multi-objective optimization software to find a set of non-dominated (Pareto-optimal or best trade-off) optimized 3D aircraft shapes from which the winner was selected based to the desired plane performance.
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INVESTIGATION OF BEHAVIOR OF INTERIOR STEEL CONNECTIONS WITH OPENINGS IN BEAM WEB AND FLANGE UNDER MONOTONIC LOADING. The Hong Kong Institute of Steel Construction, Dezember 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.2.

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Connections are considered to be one of the most prominent components of steel moment frames and have received studious attention in recent years. The core problem of welded connections is premature brittle fracture of weld in the critical beam-to-column connection region. Within the framework of this issue, various approaches have been proposed to solve the mentioned problem. Intentional weakening of the beam web or flange is in line with the purpose of leading the plastic hinge away from the column face, hence, increasing the ductility. The aim of this research is to investigate the behavior of interior connections subjected to monotonic lateral loading in case of presence of openings in beam web or flange. To do so, an ordinary fully welded rigid connection, reduced beam section, reduced web section, and drilled flange connection models are simulated numerically, utilizing finite element software, ANSYS. The results indicate that scrupulous selection of opening sizes are of great importance to fulfill the desired outcome which is avoiding the brittle failure of connections. Furthermore, the use of drilled flange, reduced beam section, or reduced web section connections satisfy the expected performance and it is proposed to use them according to practicability, architectural and economic considerations as well as site conditions. Shear deformation and local buckling is observed in reduced web section connections while in drilled flange connections, stress concentration around the opening is critical.
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STUDY ON FORCE MECHANISM OF CABLE-TRUSS FRAME AND JUMPED LAYOUT OF ANNULAR CROSSED CABLE-TRUSS STRUCTURE. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.3.

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A new type of cable-strut tension structure named Annular Crossed Cable-truss Structure(ACCTS) comprises a series of planar cable-truss frames crossed each other. To investigate the force mechanism of ACCTS, a cable-truss frame model with 2-bar and 6-cable has been developed, and its initial stiffness formula has been derived as well. The model is further simplified to make it is upper and lower vector heights equal, and then the initial stiffness formula and the critical slack load formula are further deduced. Based on ANSYS software and cable-truss frame with a span of 60m, the influences of the number of struts and position of jumped layout on the cable-truss frame are studied. According to the former 60m span cable-truss frame's research results, the jumped layout of ACCTS with a span of 100m is studied. The static and dynamic performances of two schemes, the optimal jumped layout scheme and the original scheme, are systematically studied. It is shown that the number of struts would be about 6~8 for the planar cable-truss frame and the optimal order of jumped layout is strut 6-7→strut 4-5→strut 2-3. The optimal order of jumped layout of ACCTS agrees with that of the cable-truss frame, verifying the feasibility of conclusions. In the condition of no variation in the original structure's static and dynamic performance, the optimal scheme of the jumped layout will lower the steel consumption and enhance the buckling loads. Moreover, it also simplifies structure for easy construction.
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