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ANSYS inc dynamic analysis software 13 ansys/ls-dyna
Dynamic Analysis Software 13 Ansys/Ls Dyna, supplied by ANSYS inc, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/finite+element+program/finite+element+program+ansys+ls+dyna/ppr0723797-8-3-6
Average 90 stars, based on 1 article reviews
dynamic analysis software 13 ansys/ls-dyna - by Bioz Stars, 2026-11
90/100 stars

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Article Title: Study on the influence of slit pipe wall thickness on the rock breaking effect of slit charge explosion
Article Snippet: Funding information National Natural Science Foundation of China, Grant/Award Numbers: 52274083, 42467023; Yunnan Major Scientific and Technological Projects, Grant/Award Number: 202202AG050014; Yunnan Province Fundamental Research Projects General Program, Grant/Award Number: 202201AT070178 Abstract In this study, the influence of slit pipe wall thickness on shaped charge blasting efficiency was investigated.. The influence of different slit pipe wall thicknesses on the dynamic behavior of slotted charge blasting was analyzed by a combination of experimental observations and numerical simulations.. Polymethyl methacrylate (PMMA) was used as a rock simulation material to prepare slit pipes with different slit pipe wall thicknesses (0.5, 1.0, and 1.5 mm).

Article Title: Research on Mathematical Model of Rolling Force for Asymmetrical Rolling of Cu/Al Clad Plate
Article Snippet: The results showed that the feeding speed had a great influence on Kiss point .Wang Zhenhua and Liu Yuanming [15]made a comparison between asymmetrical rolling and synchronous rolling of Cu/Al clad sheet by using ANSYS/LS-DYNA finite element analysis software, and found that asymmetrical rolling can reduce the normal rolling stress and increase the friction force in the back sliding zone.

Article Title: Dynamic Characteristics and Numerical Simulation of Granite Rock-Filled Subgrade Based on Energy Damage
Article Snippet: With the continuous development and improvement of China's highway traffic network, rock-filled subgrade has been paid more and more attention in highway engineering.. In order to analyze the impact dynamic characteristics, failure characteristics and engineering application performance of granite rock-filled subgrade, based on the energy damage theory and basic physical and mechanical properties, this paper adopted split Hopkinson pressure bar test to carry out impact compression test on Hubei granite, and analyzed the stress, strain and failure of granite through finite element numerical simulation of ANSYS/LS-DYNA.. The results of numerical simulation were compared with laboratory tests.

Article Title: Impact Resistance of Ultra-High-Performance Concrete Composite Structures
Article Snippet: Afterwards, the process of a projectile impacting the UHPC composite structure was numerically simulated using ANSYS 16.0/LS-DYNA finite element software.

Article Title: The Influence of Underwater Environment on the Effect of Underwater Drilling and Blasting for Bridge Pier Foundation
Article Snippet: To investigate influence of underwater environment on the effect of underwater drilling and blasting, the action mechanism of underwater drilling and blasting was analyzed by taking the underwater blasting engineering of No.3 pier foundation of New Baishatuo Yangtze River Super-long Bridge in Chongqing, China as research object.. Moreover, by using ANSYS/LS-DYNA finite element program, the processes of land drilling & blasting and underwater drilling & blasting were separately numerically simulated.. Based on the which, the dynamic response characteristics of land and underwater drilling & blasting were compared by utilizing a blasting funnel test, characteristics of shock waves and inherent characteristics of aqueous medium.

Article Title: Instability mechanism of layered surrounding rock tunnels affected by layer thickness under dynamic and static loads
Article Snippet: The tunnel section model was established for numerical simulation using the finite element program ANSYS/LS-DYNA.

Article Title: Bearing Capacity and Reinforced Measures of Bolted Joints for Pultruded Composite Square Tubes.
Article Snippet: This strengthening strategy is validated through both laboratory tests and finite element simulations using ANSYS/LS-DYNA, showing up to 295% improvement in ultimate bearing capacity.

Software:

Article Title: Finite element analysis of bird impact with windshield of a vehicle
Article Snippet: .. The frame shape of laminated glass illustrated in , Solid modeling of the structure carried out with Ansys 2020 R 1 , and finite element analysis performed with Ansys Ls Dyna 2020 R 1 software. ..



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( A , C , and E ) The geometries and boundary conditions of COMSOL Multiphysics finite element thermal models for schematic cross sections of the crust and upper mantle in the region of the CE5 landing site. Compositions and thermal conductivities used for all models are shown in (A) and discussed in Materials and Methods. The upper KREEP layer represents Imbrium ejecta to the east of the CE5 landing site and begins generating heat at 3.9 Ga in all models. The lower KREEP layer has the composition of high-K KREEP . See Materials and Methods for more details on initial model conditions. ( B , D , and F ) Model results showing the temperature profiles of the crust and upper mantle at 2 Ga for each model. As these models are purely conductive and absolute temperatures are not necessarily applicable to the mantle, but rather these models show the relative heating effects of a subcrustal KREEP layer of either 5 km (D) or 10 km (F) thickness.

Journal: Science Advances

Article Title: A shallow mantle source for the Chang’e 5 lavas reveals how top-down heating prolonged lunar magmatism

doi: 10.1126/sciadv.adr1486

Figure Lengend Snippet: ( A , C , and E ) The geometries and boundary conditions of COMSOL Multiphysics finite element thermal models for schematic cross sections of the crust and upper mantle in the region of the CE5 landing site. Compositions and thermal conductivities used for all models are shown in (A) and discussed in Materials and Methods. The upper KREEP layer represents Imbrium ejecta to the east of the CE5 landing site and begins generating heat at 3.9 Ga in all models. The lower KREEP layer has the composition of high-K KREEP . See Materials and Methods for more details on initial model conditions. ( B , D , and F ) Model results showing the temperature profiles of the crust and upper mantle at 2 Ga for each model. As these models are purely conductive and absolute temperatures are not necessarily applicable to the mantle, but rather these models show the relative heating effects of a subcrustal KREEP layer of either 5 km (D) or 10 km (F) thickness.

Article Snippet: A series of two-dimensional thermal evolution models for a simplified east-west cross section of the local region of the Moon in northern Oceanus Procellarum where the CE5 basalts were collected were constructed using the COMSOL Multiphysics finite element physical modeling program.

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