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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
11

Study on performance of curved guard fences using numerical simulation

Hirai, Takashi, 伊藤, 義人, Itoh, Yoshito 12 1900 (has links)
No description available.
12

Constitutive modelling of the nickel base superalloy IN718; a preparatory study

Gustafsson, David January 2008 (has links)
One of the limiting factors in gas turbine design is the allowable metal temperatures and loads in critical components. Specially designed superalloys are used when the conditions are most severe. One of these superalloys is Inconel 718. To be able to design components for higher temperature and higher loads, an accurate understanding and computational model of the material is needed. In this thesis the deformation mechanisms of Inconel 718 have been investigated and a theoretical basis for modelling in a large deformation context has been established. Finally a viscoplastic nonlinear kinematic hardening material model with an Armstrong-Frederick backstress evolution law has been implemented as a first step in describing the constitutive behaviour of the material Inconel 718.
13

Constitutive modelling of the nickel base superalloy IN718, a preparatory study

Gustafsson, David January 2008 (has links)
One of the limiting factors in gas turbine design is the allowable metal temperatures and loads in critical components. Specially designed superalloys are used when the conditions are most severe. One of these superalloys is Inconel 718. To be able to design components for higher temperature and higher loads, an accurate understanding and computational model of the material is needed. In this thesis the deformation mechanisms of Inconel 718 have been investigated and a theoretical basis for modelling in a large deformation context has been established. Finally a viscoplastic nonlinear kinematic hardening material model with an Armstrong-Frederick backstress evolution law has been implemented as a first step in describing the constitutive behaviour of the material Inconel 718.
14

Developing an efficient FEM structural simulation of a fan blade off test in a turbofan jet engine

Husband, Jason Burkley 29 October 2007 (has links)
This work develops a methodology for full engine FEA simulation of the fan blade off containment test for a jet engine using LS-Dyna. The fan blade off containment test is a safety requirement involving the intentional release of a fan blade when the engine is running at full power. The released blade must not pierce or fracture the engine cases during the impact or rotating unbalance. The novel feature of the LS-Dyna simulation is the extensive full engine geometry as well as the widespread use of nonlinearities (mainly plasticity and friction) to absorb the large kinetic energies of the engine rotors. The methodology is simple to use, runs quickly and is being recognized by industry as a contender for widespread implementation. Future applications look promising enough that the methodology warrants further development and refinement.
15

Tensile and Fatigue Responses of Ti/APC-2 Nanocomposite Laminates after Low-Velocity Impact

Chen, Jin-Guan 29 June 2012 (has links)
The aim of this thesis is to investigate Ti/APC-2 nanocomposite laminates mechanical properties after low velocity impact. The finite element analysis with software ANSYS/LS-DYNA is used to analyze the size of damage and plastic zone and internal energy of laminates during low velocity impact. Finally, the numerical results and experimental data are in good agreement. The work can be divided into two parts: the first is to fabricate the hybrid composite laminates and place the samples on the floor, subjected to the free drop of a rigid steel ball of 1m and 2m high. Then, the samples after impact were due to static tensile and fatigue tests to obtain mechanical properties. Using the optical microscopy the impact defects of laminate surface were measured. The second, ANSYS/LS-DYNA was used to simulate a laminate impacted by a steel ball. The energy change of steel ball impact and internal energy of laminates during impact were also discussed. From the experimental data, the mechanical properties, such as ultimate strength and stiffness, of virgin samples are better than those of impacted samples due to free drop. In addition, no matter the laminates were added nanoparticles SiO2 or not, the strength of laminates reduces after impact, however, the fatigue resistance of impacted samples does not lose much. Compare with the data of penetration depth and plastic zone due to free drop. The errors of numerical results are 5.4%~12.4% for the penetration depth and the errors 5.21%~8.98% for plastic zone respectively. That is acceptable. The numerical method ology provides a reference to realize the energy change in laminates after impact. Also, from the experimental measurement it is obvious to see damage area after impact and the mechanical properties do not reduce significantly due to low velocity impact generally in Ti/APC-2 composite laminates.
16

Constitutive modelling of the nickel base superalloy IN718, a preparatory study

Gustafsson, David January 2008 (has links)
<p>One of the limiting factors in gas turbine design is the allowable metal temperatures and loads in critical components. Specially designed superalloys are used when the conditions are most severe. One of these superalloys is Inconel 718. To be able to design components for higher temperature and higher loads, an accurate understanding and computational model of the material is needed. In this thesis the deformation mechanisms of Inconel 718 have been investigated and a theoretical basis for modelling in a large deformation context has been established. Finally a viscoplastic nonlinear kinematic hardening material model with an Armstrong-Frederick backstress evolution law has been implemented as a first step in describing the constitutive behaviour of the material Inconel 718.</p>
17

Performances of Curved Steel Bridge Railing Using the Numerical Analysis

Itoh, Yoshito, Le, Thanh 09 1900 (has links)
9th German-Japanese Bridge Symposium, September 10-11, 2012, Kyoto, JAPAN (GJBS09)
18

COLLISIION PERFORMANCE OF NEW BRIDGE GUARD FENCES USING THE NUMERICAL SIMULATION

Takadoh, Osamu, Itoh, Yoshito, Itoh, Seiji 11 1900 (has links)
No description available.
19

Experimental and Simulation Validation Tests for MAT 213

January 2018 (has links)
abstract: This research summarizes the validation testing completed for the material model MAT213, currently implemented in the LS-DYNA finite element program. Testing was carried out using a carbon fiber composite material, T800-F3900. Stacked-ply tension and compression tests were performed for open-hole and full coupons. Comparisons of experimental and simulation results showed a good agreement between the two for metrics including, stress-strain response and displacements. Strains and displacements in the direction of loading were better predicted by the simulations than for that of the transverse direction. Double cantilever beam and end notched flexure tests were performed experimentally and through simulations to determine the delamination properties of the material at the interlaminar layers. Experimental results gave the mode I critical energy release rate as having a range of 2.18 – 3.26 psi-in and the mode II critical energy release rate as 10.50 psi-in, both for the pre-cracked condition. Simulations were performed to calibrate other cohesive zone parameters required for modeling. Samples of tested T800/F3900 coupons were processed and examined with scanning electron microscopy to determine and understand the underlying structure of the material. Tested coupons revealed damage and failure occurring at the micro scale for the composite material. / Dissertation/Thesis / Masters Thesis Civil, Environmental and Sustainable Engineering 2018
20

Essai dynamique et modélisation par éléments finis de la pile d'un pont soumise à une charge d'impact d'un camion semi-remorque

Settecasi, François January 2017 (has links)
La collision d'un camion sur un pont est un événement courant et peut engendrer des efforts considérables dans la structure. Selon la norme canadienne CSA-S6-14, la pile d'un pont doit être conçue pour résister à une charge statique de 1400 kN à 1,2 m au-dessus du niveau du sol. Peu d'études récentes abordent ce sujet et aucune des études trouvées dans la littérature ne présente des résultats expérimentaux. Le but de ce mémoire est d'approfondir davantage nos connaissances sur le phénomène des collisions d'un véhicule avec un pont et de recueillir des résultats tant expérimentaux que numériques. La méthode expérimentale comprend les essais en laboratoire de deux piles en béton armé à échelles réduites 1:6 ainsi que la modélisation de ces essais à l'aide d'un modèle par éléments finis avec le logiciel LS-DYNA. Le premier essai consiste à imposer un chargement cyclique quasi-statique au niveau du chevêtre de la pile. Ceci permet de caractériser la pile et de calibrer un modèle numérique statique. Par la suite, un deuxième modèle numérique incluant la super-structure est utilisé pour simuler la collision d'un camion semi-remorque sur la pile étudiée. Les résultats du déplacement du chevêtre en fonction du temps du modèle numérique sont par la suite utilisés comme cas de chargement du deuxième essai. Finalement, un troisième modèle numérique est calibré à l'aide des résultats expérimentaux du deuxième essai. Les résultats démontrent que le montage expérimental ainsi que le modèle numérique reproduisent avec succès une charge d'impact. De plus, la nature dynamique de l'essai atteint des taux de déformations dans l'armature au-dessus de la limite quasi-statique. L'essai dynamique présente donc une charge pseudo-statique supérieure à la charge quasi-statique équivalente. Finalement, la force pseudo-statique maximale à l'échelle 1:1 atteint plus de 1832 kN alors que la force prescrite par la norme CSA-S6-14 est de 1400 kN.

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