Exams Papers Of Ansys

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  1. Exams Papers Of Ansys Student
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  1. Master degree by ansys and technical university of madrid. It is a classroom course but you have one week of lectures and one week of work on assignments / labs which is grated (so you have more assignments (16) mark then exams (5)) which might be what you prefer. Plus the course covers ansys Fluent in depth so afterwards you will have expert.
  2. Any CAD/CAM/CAE software has many functions, modules, and usage aimed at users having different goals. So it is difficult to test them using a single examination. Take the case of Ansys. Ansys can do FEA, CFD, multiphysics, six sigma and many other kinds of analysis. It is not possible to test you using a simple combination of a few metrics.

Author(s) Paper/Presentation Title Aerospace/Aviation Florian Menter Usage of CFX for Aeronautical Simulations ANSYS, Inc. Carlos Shultz Implicit Delayed Norton Creep Implemented Phoenix Analysis & Design Technologies I. Hoenigsberg Modeling of Elastomeric Engine Isolators for Prediction of Aircraft Lord Corporation Cabin Noise.

The gear is one of the practically effective methods for transmit of power and torque. In the design of gear, There are many stresses are existence in it, when the transmitting of power. The stresses (bending and contact) of the gear... more
The gear is one of the practically effective methods for transmit of power and torque. In the design of gear, There are many stresses are existence in it, when the transmitting of power. The stresses (bending and contact) of the gear teeth are considering as the main problem to the failure of gears. In this paper, bending and contact stresses were calculated by theoretical method as according to AGMA standards (American Gear Manufacturing Association), 3D design modeling by using SolidWorks program 2017 and saved in IGS format file and numerical solution by ANSYS 16.1 software where. Main purpose of this study to investigating of the stresses outcomes in teeth of gears. In addition, the results shows that there is little variation between numerical and theoretical analysis. Percentage error is very little about 1.21 % in bending strength and 0.613 % in hartzian contact stress, also can be use ANSYS software to predicting the values of the bending and contact stresses at any part of the gears teeth, thus facilitating the solution of complex design problems.
    • by Maher Rehaif Khudhair
this is formula student race car chassis analysis
which i made for SVU Formula Team
    • by Hassan Mubarek
This paper presents the results of an experimental and numerical study of the behavior of circular hollow section (CHS) steel tubes strengthened by Aramid fiber-reinforced polymer (AFRP). The aramid fiber used for this experiment is... more
This paper presents the results of an experimental and numerical study of the behavior of circular hollow section (CHS) steel tubes strengthened by Aramid fiber-reinforced polymer (AFRP). The aramid fiber used for this experiment is available under the trade name of Kevlar 49. In this study, thin-walled circular steel tubes externally bonded with fiber in the hoop direction were tested under axial compression to examine the effects of the AFRP thickness, on their axial load carrying and shortening capacity. The three-dimensional finite element models (FEM) of AFRP strengthened circular hollow section (CHS) was developed using ANSYS Workbench Ver. 19.0 and ACP (ANSYS Composite Prep/Post) tool considering both geometric and material nonlinearities. The effects combined of AFRP damage and interlaminar failures for the bonded interface are modeled within FEM using “Hashin” failure criteria and Cohesive Zone Model (CZM), respectively, to provide an accurate simulation. The results involving the failure modes, load vs. axial shortening curve and ultimate load capacity, were obtained from the experimental and numerical simulation and compared for validation. Both the experimental and numerical results are consistent, demonstrating that AFRP external strengthening can considerably enhance the strength of steel tube columns by 96% for short tubes and 23% for long tubes using 3 mm thickness of AFRP.
    • by Abderrahim DJERRAD
The hangar roof system is covered with a roof that is carried by overhead steel posts or columns that protect various goods or tools from external influences. Ansys software programs is a simulation software program used in engineering... more
The hangar roof system is covered with a roof that is carried by overhead steel posts or columns that protect various goods or tools from external influences. Ansys software programs is a simulation software program used in engineering areas in recent years. Studies related to this program are used after the design phase and before the prototype is produced, it allows testing in a virtual environment. With the 3-dimensional 54 edge and 35 corner coordinate points, the hangar roof model formed with 46x50 mm base supporting cylinder pipe diameter was applied 200 Newton force to 5 support beam points. The deformation and stress distributions of the roof top beam and supporting nodes were mapped by the applied force. As a result of the analyzes, it was observed that deformation and stresses in the load-bearing upper beam and base coordinate points increased and the pre-supporting beam points decreased.
    • by Semih TAŞKAYA
The laminated tapered beams are increasingly being used in engineering applications, such as turbine blades, helicopter blades, aero-foils, yokes, robot arms and satellite antennas where in the stiffness of the structure needs to be... more
The laminated tapered beams are increasingly being used in engineering applications, such as turbine blades, helicopter blades, aero-foils, yokes, robot arms and satellite antennas where in the stiffness of the structure needs to be varied along the length of the beam. Such tapered laminated structures, which are formed by dropping off some of the plies at discrete positions over the laminate, have received much attention from researchers because of their structural tailoring capabilities, damage tolerance, and their potential for creating significant weight savings in engineering applications. The inherent weakness of this construction is the presence of material and geometric discontinuities at ply drop region that induce premature inter-laminar failure at interfaces between dropped and continuous plies. In this present work, the effect of these ply drops on the stress distribution on a composite structure is considered. In this work ,three composite models (with symmetry & unsymmetrical orientation angles)aredeveloped with and without ply drop off. The ply-drop off models is considered as external taper type and mid plane taper type. The maximum stress in all the three models is to be compared and the effect of the ply-drop on the stress distribution is to be studied. The effect of fibre orientation and the strength of composites are studied by using ANSYS software to estimate its strength when pressure load is applied.
    • by Venkat Sravan
Rack and pinion blends are frequently utilized as a component of a straightforward direct actuator, where the turn of a pole controlled by hand or by an engine is changed over to direct movement. A rack and pinion are normally found in... more
Rack and pinion blends are frequently utilized as a component of a straightforward direct actuator, where the
turn of a pole controlled by hand or by an engine is changed over to direct movement. A rack and pinion are normally
found in the controlling component of autos or other wheeled directed vehicles. Rack and pinion give a less proficient
mechanical favorable position than different components, for example, recycling ball, yet less kickback and more
noteworthy input, or guiding 'feel'. The component might be controlled helped, as a rule by water driven or electrical
means. In this paper, we design pinion and rack assembly and we carried out Total Deformation and Von Mises Analysis.
Analysis of meshing of rack and pinion is done by using ANSYS while keeping the environmental temperature at 22°C.
A load of 100 N is applied for time 5min 44sec. In total deformation test, maximum value found is 1.9387X10-5metre and
in Equivalent Von-Mises Stress the maximum values found is 1.6702X107Pa respectively.
    • by Ramachandran Manickam
The AISI 51100 and AISI 52100 bearing steel tubes are particularly attractive for use in hardening and bearing applications; chromium containing high alloy carbon and low alloy steel. High carbon chromium bearing steels, engineering... more
The AISI 51100 and AISI 52100 bearing steel tubes are particularly attractive for use in hardening and bearing applications; chromium containing high alloy carbon and low alloy steel. High carbon chromium bearing steels, engineering steel, some stainless steels, heat resistant steels are used as bearing materials. The most important mechanical properties in these steels are high wear resistance and rolling fatigue strength. Ansys is a general purpose software for engineers used to simulate the interactions of physics, structure, vibration, fluid dynamics, heat transfer, and electromagnetic disciplines. In this study, AISI 51100 and AISI 52100 bearing steel tubes were modeled as Ansys software, a 3-dimensional roller bearing with 55x75 mm diameter and 1000 mm depth hole. Modeled bearing steel tubing, inner diameter of 1000 MPa pressure, y axis is done by fixing; stress strain due to vector, deformational deformations, x, y, z axes and von mises stresses are investigated. As the result of Ansys simulation analysis, it was observed that the stress stresses of the AISI 51100 bearing steel tube increased with respect to the AISI 52100 bearing steel tube. Key words: AISI 51100 - AISI 52100 , Ansys , Rolling steel, Stress.
    • by Semih TAŞKAYA
Sandwich materials are the most important applications of technological composites. A composite material is a structure formed by combining the macroscopic meaning of more than one base material for a specific purpose. The sandwich... more
Sandwich materials are the most important applications of technological composites. A composite material is a structure formed by combining the macroscopic meaning of more than one base material for a specific purpose. The sandwich materials are combined without dissolving the different structures to provide the desired various mechanical properties. Ansys is simulation software that enables a test in virtual environment between materials. In Ansys package program, 2 different models of 3 intermediate layers, with a straight and 7° orientation angle, are designed as 3 dimensional according to x, y, z coordinate measurements. Sandwich plates with smooth and radial geometries were fixed in two different tests from their right and left supports, linearly and mechanical stresses were analyzed according to axes under 4 MPa pressure. Here, we mainly analysed two different structures by comparing features according to the cases that having same shape-different supports and different shapes-same support. It has been investigated that the compression ratios of straight anchorage support increase linearly as a function of linear meshes in the same geometry but different support stresses. The radial anchorage support draw ratio decreases with linear supports while the compression ratios increase with x axis and decrease with y and z axes. On the other hand, it is concluded that radial anchorage ratio for the structures having different shapes and same type supports increases in x axis and decreases in both y and z. Moreover, one can see that radial linear support has lower draw and compression ratios on the x axis, and also the quantity increases on the y axis while the compression ratio decreases on the z axis.
    • by Semih TAŞKAYA
St 37 and St 70 steels are used in general building materials and are the result of cold drawing process by taking the steel produced as a result of hot production as a result. The Ansys package program has been designed as a roof cage... more
St 37 and St 70 steels are used in general building materials and are the result of cold drawing process by taking the steel produced as a result of hot production as a result. The Ansys package program has been designed as a roof cage model according to the finite element method, 3 dimensions in the form of 4 mm pyramid roof with 4 mm diameter and 0.5 mm wall thickness. The finite element method is a metotool that allows complex engineering problems to be solved with controllable parts. Fx, Fz 65000 N, Fy 75000 N force applied to the upper joint beam axes by fixing the bottom corner nodes of the roof cage model and Mx, Mz 65000 N.m and My 75000 Nm applied to the middle beam nodes were investigated. According to the test results of the Ansys simulation software, it is seen that the St 70 roof lattice steel increases the vector stresses according to the force and moment effects on the beam axes, compared to the St 37 roof lattice steel.
    • by Semih TAŞKAYA
In this study, creep elongation and elastic stresses of SiC metal matrix composites with Al material were investigated under different temperature and stress parameters. Experimental creep curve parameters of Al material were obtained... more
In this study, creep elongation and elastic stresses of SiC metal matrix composites with Al material were investigated under different temperature and stress parameters. Experimental creep curve parameters of Al material were obtained from the literature. The points taken from these parameters were used to find the constants that characterize the creep behavior according to the Norton-Bailey creep equation, using the least squares method. The creep and elastic analysis of SiC / Al metal matrix composites were performed using the Ansys 12.0 package program using the obtained creep parameters. The results of the analysis of the creep behavior were compared with those of the SiC / Al metal matrix composites obtained from the literature. At the end of the comparison, the result was that the SiC / Al metal matrix composite was exposed to a much smaller creep elongation than Al material.
    • by Semih TAŞKAYA
In this study, the trussed roof model Ansys was designed in 3 dimensions using the finite element method after defining the parameters of the element type, truss pipe outer diameter and meat thickness, elasticity and poisson ratio... more
Exams papers of ansys research
In this study, the trussed roof model Ansys was designed in 3 dimensions using the finite element method after defining the parameters of the element type, truss pipe outer diameter and meat thickness, elasticity and poisson ratio parameters. The finite element method is a metotool that allows complex engineering problems to be solved with controllable parts by reducing the base. The material is a steel isotropic material. In the 3d truss roof model, mechanical stress analysis was performed under load of 15000 and 10000 Newton applied to Fx, Fy, Fz beam axes. Elastic-von mises stress analyzes were performed on the X, Y and Z axes of the model to investigate the deformation deformations that were exhibited against the load. As a result of the analyzes, it was seen that the mechanical stresses in the beam axes which are against the applied load increased.
    • by Semih TAŞKAYA

Exams Papers Of Ansys Student

St 37 and St 70 steels are the materials used in the manufacturing of general building materials, which are produced by processing the hot-formed steel further through a cold drawing process. Finite element method helps to simplify the... more
St 37 and St 70 steels are the materials used in the manufacturing of general building materials, which are produced by processing the hot-formed steel further through a cold drawing process. Finite element method helps to simplify the complex engineering problems and to solve them with controllable parts. The roof lattice model simulated in the present study is a 4-surface pyramidal roof which is 4 mm in diameter, 0.5 mm in thickness and it was designed in 3D in Ansys software by using the finite element method. The bottom corner nodes of the roof lattice model were stabilized and the vector stress effects of 65.000 N force was applied in Fx, Fz directions and 75.000 N force was applied in Fy direction on the top node truss axes, 65.000 N.m moment was applied in Mx, Mz directions and 75.000 N.m moment was applied in My direction on middle truss nodes were investigated. According to the test results in Ansys software, vector stress increase due to both force and moment effect in truss axes of the St 70 lattice roof steel compared to the St 37 steel.
    • by Semih TAŞKAYA

Exam Papers Answers

The objective of this paper is to analyse and optimise the roll cage design of an All-Terrain Vehicle in compliance with Baja SAE 2018 rulebook. Roll cage is the skeleton of the vehicle that not only forms a structural frame but also... more
The objective of this paper is to analyse and optimise the roll cage design of an All-Terrain Vehicle in compliance with Baja SAE 2018 rulebook. Roll cage is the skeleton of the vehicle that not only forms a structural frame but also provides three dimensional spacing around the driver, becoming the most critical part of the vehicle. This multi-tubular space frame needs to be lightweight, structurally sound and ergonomically designed to withstand jarring elements of a rough terrain. The CAD model of the roll cage was designed in Autodesk Fusion 360 and various crash simulations (front impact, side impact, rear impact, roll-over and head-on collision) were carried out in Autodesk Nastran (static structural).
    • by Syed Hassaan Abdullah
Historical masonry arch bridges are one of the most important part of transportation, commercial and architecture since the ancient times. These structures must transfer to next generation, but historical bridges can be damaged by... more
Historical masonry arch bridges are one of the most important part of transportation, commercial and architecture since the ancient times. These structures must transfer to next generation, but historical bridges can be damaged by unexpected events, such as earthquakes, floods and other major natural disasters. Because of these reasons seismic response of historical bridges must be known. In this study, it is aimed to investigate dynamic linear analysis of a masonry arch bridge. For this purpose, historical Musapalas masonry arch bridge is selected as a case study. Three dimensional model of the masonry arch bridge is generated by ANSYS software with macro modelling approach. 1992 Erzincan earthquake acceleration records are considered for dynamic analysis of the bridge. As a result of the analysis, dynamic response of the bridge such as displacements and maximum-minimum principal stresses are obtained and seismic response of the bridge is examined.
    • by Alper Özmen
Historical masonry arch bridges which are important components of the transportation in many places worldwide are invaluable part of architectural and cultural heritage. These bridges, which date back to hundreds of years, have frequently... more
Historical masonry arch bridges which are important components of the transportation in many places worldwide are invaluable part of architectural and cultural heritage. These bridges, which date back to hundreds of years, have frequently been damaged or ruined because of unexpected events such as earthquakes. In this study, earthquake behaviour of a historical masonry arch bridge which called Dutpınar is analysed using 2003 Bingöl earthquake acceleration records. The bridge is modelled with three dimensional finite element software. Dynamic response of the bridge is investigated. For this purpose, displacement of the nodal point located at the top of the bridge is achieved. Also, maximum and minimum principal stress and strains are obtained and potential locations of initial damages are evaluated.
    • by Alper Özmen
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Exams Papers Of Ansys College

Ansys Inc.
Ansys Inc. headquarters building in Canonsburg, Pennsylvania.
Public
Traded asNASDAQ: ANSS
S&P 500 Component
IndustryComputer software
FoundedCanonsburg, Pennsylvania, United States (1970)
HeadquartersCanonsburg, Pennsylvania, United States
Key people
James E. Cashman III, Chairman
Ajei S. Gopal, President and CEO
ProductsAnsys suite of engineering simulation software
Revenue$1.0953 billion (2017)[1]
$390 million (2017)[1]
$259 million (2017)[1]
Total assets$2.9 billion (2017)[1]
Total equity$2.2 billion (2017)[1]
+2,900 (2017)[1]
Websitewww.ansys.com

Ansys Inc. is an American public company based in Canonsburg, Pennsylvania. It develops and markets engineering simulation software. Ansys software is used to design products and semiconductors, as well as to create simulations that test a product's durability, temperature distribution, fluid movements, and electromagnetic properties.

Ansys was founded in 1970 by John Swanson. Swanson sold his interest in the company to venture capitalists in 1993. Ansys went public on NASDAQ in 1996. In the 2000s, Ansys made numerous acquisitions of other engineering design companies, acquiring additional technology for fluid dynamics, electronics design, and other physics analysis.

  • 1Corporate history
  • 2Software

Corporate history[edit]

Origins[edit]

The idea for Ansys was first conceived by John Swanson while working at the Westinghouse Astronuclear Laboratory in the 1960s.[2] At the time, engineers performed finite element analysis (FEA) by hand.[2] Westinghouse rejected Swanson's idea to automate FEA by developing general purpose engineering software, so Swanson left the company in 1969 to develop the software on his own.[2] He founded Ansys under the name Swanson Analysis Systems Inc. (SASI) the next year, working out of his farmhouse in Pittsburgh.[3][4]

Swanson developed the initial Ansys software on punch-cards and used a mainframe computer that was rented by the hour.[2] Westinghouse hired Swanson as a consultant, under the condition that any code he developed for Westinghouse could also be included in the Ansys product line.[3] Westinghouse also became the first Ansys user.[3]

Growth[edit]

By 1991 SASI had 153 employees and $29 million in annual revenue,[5] controlling 10 percent of the market for finite element analysis software.[5] According to The Engineering Design Revolution, the company became 'well-respected' among engineering circles, but remained small.[6] In 1992, SASI acquired Compuflo, which marketed and developed fluid dynamics analysis software.[6]

In 1993, Mr. Swanson sold his majority interest in the company to venture capitalist firm TA Associates.[3][5] Peter Smith was appointed CEO[6] and SASI was renamed after the software, Ansys, the following year.[3][5] Ansys went public in 1996, raising about $46 million in an initial public offering.[6] By 1997, Ansys had grown to $50.5 million in annual revenue.[7]

In the late 1990s, Ansys shifted its business model.[6] It focused less on selling software licenses and corresponding revenue declined.[6] However, revenue from services increased more dramatically.[6] From 1996 to 1999, profits at Ansys grew an average of 160 percent per year.[5] In 1999, Ansys acquired Centric Engineering Systems, a private company based in California that developed fluid, structural and thermal analysis software.[5]

2000s[edit]

In February 2000, Jim Cashman was appointed CEO.[6] Later that year, Ansys acquired ICEM CFD Engineering software for $12.4 million.[5][8] ICEM was focused on mesh simulations for aerospace, automotive and electronics engineering design.[5] In 2001, Ansys acquired a French computer-aided design company called Cadoe.[3][5][8] Ansys acquired CFX, which developed fluid dynamics simulation software, two years later.[5] In 2005, Ansys acquired Century Dynamics, a developer of hydrodynamics simulation tools, for $5 million.[5] Later that year, it acquired Harvard Thermal Inc., which focused on simulating the cooling time and temperature of electronics.[5]

In 2006, Ansys acquired Fluent Inc. and its fluid dynamics tools for $299 million.[5][6] Before the acquisition, Fluent was the second-largest fluid dynamics company, followed by Ansys.[5] Ansys acquired Ansoft Corporation, an electronics design provider, for $387 million two years later.[5] In 2011, Ansys paid $310 million to acquire former competitor Apache Design Solutions, which was focused on semiconductor simulation software.[9]

In 2012, Ansys acquired Esterel Technologies, a French-based company focused on simulating interactions between software and hardware, for $53 million.[10] The following year, Ansys acquired EVEN (Evolutionary Engineering), a cloud-based software company for engineering composites,[11] for an undisclosed sum. EVEN became a subsidiary of Ansys called Ansys Switzerland.[12]

Ansys acquired a 3-D modeling company called SpaceClaim in 2014 for $85 million.[13][14] This was followed by deals for the analytics company Gear Design Solutions (2015),[15] the systems analysis company Delcross Technologies (2015),[16] an automotive design company called KPIT medini Technologies AG (2016), [17] a 3D printing company called 3DSIM (2017),[18] and an optical simulation company called OPTIS (2018).[19] Current CEO Ajei S. Gopal was appointed in early 2017.[20][21]

Software[edit]

Ansys develops and markets finite element analysis software used to simulate engineering problems.[7] The software creates simulated computer models of structures, electronics, or machine components to simulate strength, toughness, elasticity, temperature distribution, electromagnetism, fluid flow, and other attributes.[7] Ansys is used to determine how a product will function with different specifications, without building test products or conducting crash tests.[5] For example, Ansys software may simulate how a bridge will hold up after years of traffic, how to best process salmon in a cannery to reduce waste, or how to design a slide that uses less material without sacrificing safety.[4]

Most Ansys simulations are performed using the Ansys Workbench software,[22] which is one of the company's main products.[5] Typically Ansys users break down larger structures into small components that are each modeled and tested individually.[4] A user may start by defining the dimensions of an object,[23] and then adding weight, pressure, temperature and other physical properties.[23] Finally, the Ansys software simulates and analyzes movement, fatigue, fractures, fluid flow, temperature distribution, electromagnetic efficiency and other effects over time.[23]

Exams Papers Of Ansys

Ansys also develops software for data management and backup, academic research and teaching.[5] Ansys software is sold on an annual subscription basis.[5]

History[edit]

The first commercial version of Ansys software was labeled version 2.0 and released in 1971.[5][8] At the time, the software was made up of boxes of punch cards, and the program was typically run overnight to get results the following morning.[3] In 1975, non-linear and thermo-electric features were added.[8] The software was exclusively used on mainframes,[6] until version 3.0 (the second release) was introduced for the VAXstation in 1979.[3] Version 3 had a command line interface like DOS.[24]

In 1980, Apple II was released, allowing Ansys to convert to a graphical user interface in version 4 later that year.[24] Version 4 of the Ansys software was easier to use and added features to simulate electromagnetism.[3] In 1989, Ansys began working with Compuflo.[3] Compuflo's Flotran fluid dynamics software was integrated into Ansys by version 5, which was released in 1993.[3] Performance improvements in version 5.1 shortened processing time two to four-fold, and was followed by a series of performance improvements to keep pace with advancements in computing.[6] Ansys also began integrating its software with CAD software, such as Autodesk.[6]

In 1996, Ansys released the DesignSpace structural analysis software, the LS-DYNA crash and drop test simulation product, and the Ansys Computational Fluid Dynamics (CFD) simulator.[8] Ansys also added parallel processing support for PCs with multiple processors.[8] The educational product Ansys/ed was introduced in 1998.[3] Version 6.0 of the main Ansys product was released in December 2001.[3] Version 6.0 made large-scale modeling practical for the first time, but many users were frustrated by a new blue user interface.[3] The interface was redone a few months later in 6.1.[3] Version 8.0 introduced the Ansys multi-field solver, which allows users to simulate how multiple physics problems would interact with one another.[25]

Version 8.0 was published in 2005[8] and introduced Ansys' fluid-structure interaction software,[8] which simulates the effect structures and fluids have on one another. Ansys also released its Probabilistic Design System and DesignXplorer software products, which both deal with probabilities and randomness of physical elements.[26] In 2009 version 12 was released with an overhauled second version of Workbench.[8][27] Ansys also began increasingly consolidating features into the Workbench software.[22]

Version 15 of Ansys was released in 2014.[22] It added a new features for composites, bolted connections, and better mesh tools.[22] In February 2015, version 16 introduced the AIM physics engine and Electronics Desktop, which is for semiconductor design.[28] The following year, version 17 introduced a new user interface and performance improvement for computing fluid dynamics problems.[29] In January 2017, Ansys released version 18.[30] Version 18 allowed users to collect real-world data from products and then incorporate that data into future simulations.[30] The Ansys Application Builder, which allows engineers to build, use, and sell custom engineering tools, was also introduced with version 18.[30]

References[edit]

  1. ^ abcdefForm 10-K: 2016 Annual Report, retrieved June 2, 2017
  2. ^ abcd'Ansys opens new markets with user-friendly software'. Associated Press. May 16, 2017. Retrieved June 10, 2017.
  3. ^ abcdefghijklmnoLee, H.-H. (2017). Finite Element Simulations with ANSYS Workbench 17. SDC Publications. p. 50. ISBN978-1-63057-088-0. Retrieved June 9, 2017.
  4. ^ abcHouser, Mark (February 5, 1995). 'Small firm big player in software industry'. Tribune.
  5. ^ abcdefghijklmnopqrstAnsys Inc. The International Directory of Company Histories. 115. St. James Press. pp. 23–25. ISBN1558627782.
  6. ^ abcdefghijklWeisberg, David. '22'. The Engineering Design Revolution(PDF).
  7. ^ abcAnsys. Pennsylvania Technology Directory. 1999. p. 25.
  8. ^ abcdefghiWahab, M.A. (2014). The Mechanics of Adhesives in Composite and Metal Joints: Finite Element Analysis with ANSYS. Destech Publications Incorporated. p. 59. ISBN978-1-60595-096-9. Retrieved June 3, 2017.
  9. ^Editorial, Reuters (June 30, 2011). 'Update 3 – Ansys to buy Apache Design for $310 mln'. Reuters. Retrieved June 10, 2017.
  10. ^Stackpole, Beth (June 5, 2012). 'ANSYS Takes Aim at Embedded Software'. Design News. Retrieved June 10, 2017.
  11. ^Jenkins, Bruce (January 26, 2015). 'Design Exploration Outlook: Acquisitions and Mergers 2015'. Virtual Desktop. Retrieved June 10, 2017.
  12. ^'Mergers, acquisitions and joint ventures review – 2013'. Reinforced Plastics. Elsevier BV. 58 (1): 42–46. 2014. doi:10.1016/s0034-3617(14)70042-6. ISSN0034-3617.
  13. ^'Ansys' SpaceClaim Purchase Enhances Engineering Productivity'. Gartner Inc. May 8, 2014. Retrieved June 17, 2017.
  14. ^Newton, Randall (April 1, 2014). 'Ansys acquires SpaceClaim for $85 million'. GraphicSpeak. Retrieved June 17, 2017.
  15. ^'Gear Design Solutions acquired by Southpointe-based Ansys; merican Medical Association taps Altoona surgeon'. Pittsburgh Post-Gazette. June 9, 2015. Retrieved June 17, 2017.
  16. ^'Ansys acquires Delcross Technologies'. Pittsburgh Post-Gazette. September 2, 2015. Retrieved June 17, 2017.
  17. ^Goldbacher, Alfred. 'Ansys Inc.: Kauf des Analysespezialsten KPIT medini Technologies'. Elektronik (in German). Retrieved June 17, 2017.
  18. ^'Ansys acquires additive manufacturing firm 3DSIM to reduce manufacturing costs'. Pittsburgh Post-Gazette. November 15, 2017. Retrieved April 14, 2018.
  19. ^'ANSYS to Acquire OPTIS'. Digital Engineering. April 5, 2018. Retrieved April 14, 2018.
  20. ^'ANSYS' New CEO Focuses on the Digital Twin, IoT and Core Technology'. Engineering.com Information & Inspiration for Engineers. January 10, 2017. Retrieved June 16, 2017.
  21. ^Picker, Leslie (August 30, 2016). 'Ansys Inc. Names Chief Executive'. The New York Times. Retrieved June 16, 2017.
  22. ^ abcd'Review: Ansys Workbench 15'. DEVELOP3D. May 27, 2014. Retrieved June 10, 2017.
  23. ^ abcNakasone, Y (2006). Engineering analysis with ANSYS software. Oxford Burlington, MA: Butterworth-Heinemann. ISBN978-0-7506-6875-0.
  24. ^ abLee, H.H. (2017). Finite Element Simulations with ANSYS Workbench 17:. SDC Publications. p. 51. ISBN978-1-63057-088-0. Retrieved June 15, 2017.
  25. ^Engineers, American Institute of Chemical (2004). Chemical Engineering Progress. American Institute of Chemical Engineers. Retrieved June 15, 2017.
  26. ^Reh, Stefan; Beley, Jean-Daniel; Mukherjee, Siddhartha; Khor, Eng Hui (2006). 'Probabilistic finite element analysis using ANSYS'. Structural Safety. Elsevier BV. 28 (1–2): 17–43. doi:10.1016/j.strusafe.2005.03.010. ISSN0167-4730.
  27. ^Dadkhah, F.; Zecher, J. (2009). Ansys Workbench Software Tutorial with Multimedia CD: Release 12. SDC publications. Schroff Development Corporation. p. 1-PA5. ISBN978-1-58503-581-6. Retrieved June 16, 2017.
  28. ^Lockwood, Anthony (February 11, 2015). 'ANSYS 16.0 Launches'. Digital Engineering. Retrieved June 16, 2017.
  29. ^'ANSYS Fluent 17.0 Introduces New User Interface'. Engineering.com. February 5, 2016. Retrieved June 16, 2017.
  30. ^ abc'ANSYS 18 Release Focuses on Digital Twin, IoT and Engineering Apps'. Engineering.com. January 31, 2017. Retrieved June 16, 2017.

External links[edit]

Retrieved from 'https://en.wikipedia.org/w/index.php?title=Ansys&oldid=894419113'