Relevant bibliographies by topics / ABAQUS 6.10

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Academic literature on the topic 'ABAQUS 6.10'

Author: Grafiati
Published: 11 September 2023
Last updated: 31 July 2025

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Journal articles on the topic "ABAQUS 6.10"

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Sun, Xu Jie, Hou Zhang, Da Gang Lu, and Feng Lai Wang. "Study on Reinforced Concrete Masonry High-Rise Building by Abaqus." Applied Mechanics and Materials 204-208 (October 2012): 1135–40. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1135.

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Pseudo static tests of 10 specimen made of 290 mm thick reinforced concrete masonry wall were finished, then test results were simulated by ABAQUS which use shell element, pamameters of the materials were defined by the comparison between the calculation results and that of the test. A 100 m high reinforced concrete masonry building in China was analyzed, elastic-plastic deformation check calculation under earthquake action by time-history analysis method were detailed. The story drift of the building is 1/666 for fortification intensity 6 and 1/326 for intensity 7 under strong earthquake, it
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Wakjira, Melesse Workneh, and Perumalla Janaki Ramulu. "Analysis of turning chip morphology with various tool geometries using finite element modeling and simulation to optimize product sustainability." Advances in Mechanical Engineering 14, no. 11 (2022): 168781322211364. http://dx.doi.org/10.1177/16878132221136421.

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This paper focuses on finite element (FE) modeling using a Lagrangian approach with the ABAQUS/Explicit code to simulate the morphology of CSN 12050 carbon steel chips obtained using different tool rake and flank angles. The cutting operation was performed with a 3D model setup based on the cutting tool to determine the impact of the tool rake and flank angles on the total energy ( ETOTAL), the von Mises stresses, and the cutting force. In these simulations, using adaptive meshing for the tool, 0°, 5° and 10° rake angles, 0° and 6° flank angles, and 0.2-mm and 0.5-mm cut depths were considered
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Goudarz, Abkar, and Ashtar Lorki Amir. "Evaluation of Progressive Collapse in Steel Structures Designed Based on Iranian Code of Practice for Seismic Resistant Design Buildings (Standard No. 2800), 4th Edition and Iranian National Building Code 'INBC', Part 10." Journal of Civil Engineering and Materials Application 2, no. 4 (2018): 192–200. https://doi.org/10.22034/JCEMA.2018.92000.

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In this study, the progressive collapse is examined in steel structures with 4-, 8- and 10-story dual systems of moment resistant and braced frames. Probable risks and unusual loads can lead to progressive collapse in structures, e.g. design or construction errors, fires, gas explosions, accidental overloading, car accidents, bomb explosions, etc. Given the action of these forces over a relatively short period, the dynamic analysis of these incidents appears necessary. In this study, the effect of mentioned incidents is considered through the sudden loss of a member. The studied buildings are
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Riyadh Mohammed Ali Hayder, Mohammed, Ahmad Fahimifar, and Hazim Al Khafaji. "Effect of Loading Speed on Direct and Indirect Tensile Strength of Rock and Concrete." International Journal of Engineering & Technology 7, no. 4.20 (2018): 214. http://dx.doi.org/10.14419/ijet.v7i4.20.25929.

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The trial work and numerical demonstrating were considered to examine the impacts of strain rate in the rigidity of rocks and cement in the research facility. Three trial of the exploratory work were considered, guide pressure test to get immediate elastic outcomes, Brazilian split test, and three-point flexural stacking test, to get roundabout ductile outcomes. While the numerical displaying utilizing limited component programming ABAQUS, to examined numerically the examples of 48 research facility tests. Immediate and roundabout rigidity tests, arranged two kinds of totals (0-6) mm and (0-12
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Souri, Ahmad, Murad Abu-Farsakh, and George Voyiadjis. "Study of static lateral behavior of battered pile group foundation at I-10 Twin Span Bridge using three-dimensional finite element modeling." Canadian Geotechnical Journal 53, no. 6 (2016): 962–73. http://dx.doi.org/10.1139/cgj-2015-0345.

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In this study, the static lateral behavior of a battered pile group foundation was investigated using three-dimensional finite element (FE) analysis. The FE model was used to simulate the static lateral load test that was performed during the construction of the I-10 Twin Span Bridge over Lake Pontchartrain, La., in which two adjacent bridge piers were pulled against each other. The pier of interest was supported by 24, 1:6 batter, 34 m long piles in a 6 × 4 row configuration. The FE model of the battered pile group was developed in Abaqus and verified using the results from the field test. Th
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Karkush, Mahdi O., Amer G. Jihad, Karrar A. Jawad, Mustafa S. Ali, and Bilal J. Noman. "Seismic Analysis of Floating Stone Columns in Soft Clayey Soil." E3S Web of Conferences 318 (2021): 01008. http://dx.doi.org/10.1051/e3sconf/202131801008.

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The response of floating stone columns of different lengths to diameter ratio (L/D = 0, 2, 4, 6, 8, and 10) ratios exposed to earthquake excitations is well modeled in this paper. Such stone column behavior is essential in the case of lateral displacement under an earthquake through the soft clay soil. ABAQUS software was used to simulate the behavior of stone columns in soft clayey soil using an axisymmetric finite element model. The behavior of stone column material has been modeled with a Drucker-Prager model. The soft soil material was modeled by the Mohr-Coulomb failure criterion assuming
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Shakir, Hadeel M., Adel A. Al-Azzawi, and Ahmed Farhan Al-Tameemi. "Nonlinear Finite Element Analysis of Fiber Reinforced Concrete Pavement under Dynamic Loading." Journal of Engineering 28, no. 2 (2022): 81–98. http://dx.doi.org/10.31026/j.eng.2022.02.06.

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The analysis of rigid pavements is a complex mission for many reasons. First, the loading conditions include the repetition of parts of the applied loads (cyclic loads), which produce fatigue in the pavement materials. Additionally, the climatic conditions reveal an important role in the performance of the pavement since the expansion or contraction induced by temperature differences may significantly change the supporting conditions of the pavement. There is an extra difficulty because the pavement structure is made of completely different materials, such as concrete, steel, and soil, with pr
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Kozłowski, Marcin, Kinga Zemła, and Magda Kosmal. "Exploratory Finite Element Analysis of Monolithic Toughened Glass Panes Subjected to Hard-Body Impact." IOP Conference Series: Materials Science and Engineering 1203, no. 2 (2021): 022145. http://dx.doi.org/10.1088/1757-899x/1203/2/022145.

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Abstract The paper reports the results of an extensive experimental campaign, in which simply supported toughened glass samples with dimensions of 500 × 360 mm2 and three thicknesses (6, 8 and 10 mm) were subjected to hard-body impact. A steel ball (4.11 kg) was released from different drop heights, starting from 10 cm above the sample and increasing by 10 cm in each step until glass breakage occurred. In this way, for all samples a critical drop height (causing fracture of glass) was determined. Experiments were carried out for 35 samples for each thickness; thus 105 samples were tested in to
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Varma, Surya J., and Jane H. Henderson. "Study on the Bond Strength of Steel-Concrete Composite Rectangular Fluted Sections." Advances in Civil Engineering 2020 (December 15, 2020): 1–15. http://dx.doi.org/10.1155/2020/8844799.

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Concrete-filled steel tube (CFST) sections are structural members that effectively use the best properties of steel and concrete. Steel tube at the outer perimeter effectively resists tension and bending moments and also increases the stiffness of the section as steel has a high modulus of elasticity. The infilled concrete delays the local buckling of the thin outer steel tube. The interface bond strength plays a major role in the composite action of CFST sections. Provision of rectangular flutes on steel tube on CFST sections will improve the bond failure load and thereby the performance of C
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Flores-García, Santiago, Carlos E. Martínez-Pérez, Carlos Rubio-González, J. Antonio Banderas-Hernández, Christian Félix-Martínez, and Salomón M. A. Jiménez. "Fatigue Life and Residual Stress of Flat Stainless Steel Specimens Laser-Cladded with a Cobalt-Based Alloy and Postprocessed with Laser Shock Peening." Journal of Manufacturing and Materials Processing 8, no. 2 (2024): 45. http://dx.doi.org/10.3390/jmmp8020045.

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Laser cladding (LC) is a versatile additive manufacturing process where strands of metallic material are deposited and melted by a laser. However, there are some limitations associated with this process that may affect the performance of the final manufactured parts. In the present work, the influence of laser shock peening (LSP) on the fatigue life of 304 stainless steel flat specimens with a cobalt-based alloy (Stellite 6) coating applied by LC was investigated. The analysis was carried out both experimentally and numerically. In the LSP simulation, the ABAQUS/Explicit code was used to deter
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Book chapters on the topic "ABAQUS 6.10"

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Wydra, Małgorzata, Grzegorz Sadowski, Piotr Dolny, and Jadwiga Fangrat. "Crack Propagation Analysis of Model Concrete Columns with BFRP Reinforcement Bars." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_43.

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AbstractAvailable studies on concrete structural parts with FRP reinforcement bars concern mostly investigations on bent elements (beams, slabs) [1, 2]. There are also available a few theoretical analyses on columns [3–5]. Though, there is still little experimental data concerning concrete columns with FRP bars [6–8], especially subjected to eccentric load, as also underlined in the review article [9]. This research aims to fulfill this research gap. Also, basalt FRP bars were chosen as relatively new type of non-metallic bars with low ecological impact [1].A total of eight columns with the he
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McFarland, Ben. "Unfolding the Periodic Table." In A World From Dust. Oxford University Press, 2016. http://dx.doi.org/10.1093/oso/9780190275013.003.0007.

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Our starting point is not hidden, nor is it far off. It is not an extreme place like Mono Lake or Freswick Castle, but it is a central concept expressed on a single page. The periodic table is the center of chemistry, and therefore of this book. You can spot it at a distance from its vaguely cathedral-like shape. You can see the chemical symbols that it contains on magnets and T-shirts and restaurant signs. Its regular columns are not quite symmetric, but that is because it has been twisted out of its natural shape by the contingencies of history. Rearrange it just a little and a simple mathem
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Conference papers on the topic "ABAQUS 6.10"

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Vosooghi, Navid, Ana Ivanovic, and Srinivas Sriramula. "Contribution of Axial Soil Resistance in Buckle Initiation of the HPHT Pipelines on Sleepers." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54137.

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The objective of this paper is to assess the impact of soil axial resistance on initiation of the buckles on sleepers. It also covers the effects of history of pressure and temperature increase on effective axial force as well as the incorporation of external pressure in the Finite Element (FE) models. This is carried out for 6″, 8″, 10″ and 12″ pipelines laying on sleepers with different heights for a range of axial soil frictions and mobilisations. Knowing the sensitivity of buckle initiation to soil parameters can help in simplifying engineering analysis by avoiding repetitive simulations f
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Suh, Sung S., H. Thomas Hahn, Nanlin Han, and Jenn-Ming Yang. "The Effect of Stitching on Compression Behavior of Stiffened Composite Panels." In ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/amd-25416.

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Abstract Failure of stiffened panels under compression is preceded by buckling of their skin and hence is affected by the presence of out-of-plane stresses. One of the promising methods of preventing premature delamination is stitching. The present paper discusses the effect of such stitching on compression behavior of blade-stiffened panels that were fabricated from plain weave AS4/3501-6 through resin film infusion process. Kevlar 29 yarn was used at a stitch density of 9.92 stitches per cm2. Some of the panels were damaged by drop-weight impact before compression testing. For comparison pur
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Cousens, Paul, Chas Jandu, and Antony Francis. "Fitness for Purpose Assessment of 8” Diameter WAGI Gate Valves for Operation at an Uprated Pressure." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64456.

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When considering strength parameters, the selection of a valve for a particular application is generally based on the ‘Class Rating’, i.e. the valve thickness is suitable for a given temperature and pressure for a given material. A Liquefied Natural Gas (LNG) station operator identified three Class 600, bolted-bonnet gate valves, operating at cryogenic temperatures, as having pressure relief set-points approximately 7 barg below the 99 barg operating pressure of the process lines on which they were located. This lower set-point impeded the productivity of the lines and also presented a potenti
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Kang, Ye, Kwangwon Kim, and Jaehyung Ju. "Reconfigurable Compliant Cellular Material With Programmable Compliant Cellular Structure." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-52572.

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Cellular materials have two important properties: structures and mechanisms. This property enables one to design structures with proper stiffness and flexibility. Recent advance in 3D printing technologies enable engineers to manufacture complex cellular structures. In addition, use of smart materials, e.g., shape memory polymers (SMPs), for 3D printing enables us to construct mesostructures actively responsive to environmental stimuli with a programmable function, which may be termed ‘4D Printing’ referring to additional dimension on time-dependent shape change after 3D printing. The objectiv
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Qamar, Sayyad Zahid, Maaz Akhtar, and Moosa S. M. Al-Kharusi. "Effect of Swelling Behavior on Elastomeric Materials: Experimental and Numerical Investigation." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-64344.

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In the last ten years, a new type of advanced polymer known as swelling elastomer has been extensively used as sealing element in the oil and gas industry. These elastomers have been instrumental in various new applications such as water shutoff, zonal isolation, sidetracking, etc. Though swell packers can significantly reduce costs and increase productivity, their failure can lead to serious losses. Integrity and reliability of swelling-elastomer seals under different field conditions is therefore a major concern. Investigation of changes in material behavior over a specified swelling period
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Ogawa, K., L. O. Chidwick, E. J. Kingston, R. Dennis, D. Bray, and N. Yanagida. "The Measurement and Modelling of Residual Stresses in a Stainless Steel Pipe Girth Weld." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61542.

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This paper presents results from a program of residual stress measurements and modelling carried out for a pipe girth weld of 369 mm outer diameter and 40 mm thickness. The component consisted of two 316 stainless steel pipe sections joined together using a “single-V” nickel base alloy (alloy 82) weld. The residual stresses were measured using the Deep-Hole Drilling (DHD) technique and modelled using ABAQUS. Biaxial, through-thickness residual stresses were measured through the weld centreline at a total of 6 different locations around the component. At three of the measurement locations the D
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Gong, Xiao-Yan, Craig L. Bonsignore, and Alan R. Pelton. "A “Point Cloud” Approach in Superelastic Stent Design." In ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/bed-23083.

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Abstract Figure 1 shows schematically the stress-strain relation for Nitinol under uniaxial tensile test at constant temperature. Originally, material is in the Austenite phase. Upon loading, below a small strain, ε1, stress is linearly proportional to the strain. The slope defines the Young’s modulus of Nitinol in Austenite phase. When strain reaches beyond ε1, a small increase in stress induces a large amount of strain owing to the phase transition from Austenite to Martensite. After completion of the phase transition, for strain larger than ε2, the stress and strain relation is linear again
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