Relevant bibliographies by topics / ABAQUS 60.10

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Academic literature on the topic 'ABAQUS 60.10'

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

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Journal articles on the topic "ABAQUS 60.10"

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Sun, Jian Liang, Zheng Yi Jiang, Feng Jia, and Yong Zhen Zhang. "Cooling Rate, Microstructure and Property Studied of Spray Cooling of Heavy Shell Ring Rolling." Advanced Materials Research 941-944 (June 2014): 2414–19. http://dx.doi.org/10.4028/www.scientific.net/amr.941-944.2414.

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In the present work, detailed studies were made on the transformation characteristics, microstructure and mechanical properties of heavy shell ring (HSR) in the spray cooling process. The spray cooling device of HSR was designed. The 2.25Cr1Mo0.25V steel used in production of HSR for hydrogenation reactor was selected as the testing material. The simulation of spray cooling of HSR was carried out on ABAQUS. The constitutive model and continuous cooling transformation (CCT) diagram of 2.25Cr1Mo0.25V were determined. CCT diagram, metallograph and SEM results show that the bainite forms throughou
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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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Strecker, Kurt, Carlos Augusto da Silva, and Sérgio Luiz Moni Ribeiro Filho. "Experimental and Numerical Analysis of Cement Based Composite Materials with Styrofoam Inclusions." Open Construction and Building Technology Journal 10, no. 1 (2016): 431–41. http://dx.doi.org/10.2174/1874836801610010431.

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In civil engineering an increasing demand for lightweight concretes exists, because a lower density results in significant benefits for structural elements. Polystyrene foams may be used in the fabrication of lightweight concretes with a large density range. In this work, the influence of fine grained sand (<1mm) additions of 5, 10 and 20% on the properties of a composite consisted of cement with styrofoam inclusions of 20, 40 and 60% has been studied. Finite element analysis (FEA), using Abaqus software package, was carried out to predict numerically the effect of particle size and polysty
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Ali, Adnan Falih, and Raad Abdulkhudhur Sehaib. "Effects of Bedding Types on the Behavior of Large Diameter GRP Flexible Sewer Pipes." Journal of Engineering 23, no. 1 (2017): 136–55. http://dx.doi.org/10.31026/j.eng.2017.01.09.

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Flexible pipes, such as GRP pipes, serve as effective underground infrastructure especially as sewer pipeline. This study is an attempt for understanding the effects of bedding types on the behavior of large diameter GRP flexible sewer pipes using three dimensional finite element approaches. Theoretical and numerical analyses were performed using both BS EN 1295-1 approach and finite element method (ABAQUS software). The effects of different parameters are studied such as, depth of backfill, bedding compaction, and backfill compaction. Due to compaction, an increase in the bedding compaction m
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Yang, Jingwen, Shuai Wang, Hongli Lu, et al. "Non-Stationary Viscoelastic Modeling of Compression Creep Behavior in Composite Bolted Joints." Polymers 17, no. 10 (2025): 1382. https://doi.org/10.3390/polym17101382.

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Fiber-reinforced polymer (FRP) composites are widely utilized in aerospace and shipbuilding due to their outstanding mechanical properties and lightweight nature. During prolonged service, the mechanical performance of composite bolted joints has drawn increasing attention. This study integrates experimental, theoretical, and numerical methods to simulate compressive creep and clarify preload relaxation mechanisms in these joints. A non-stationary Burgers model is proposed to describe the compressive creep behavior of FRP composites and metals, implemented in ABAQUS, which improves fitting acc
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Ramalingam, Malathy, Poornima Mohan, Parthiban Kathirvel, and Gunasekaran Murali. "Flexural Performance and Microstructural Studies of Trough-Shaped Geopolymer Ferrocement Panels." Materials 15, no. 16 (2022): 5477. http://dx.doi.org/10.3390/ma15165477.

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Geopolymer mortar is the best solution as an alternative to cement mortar in civil engineering. This paper deals with the effect of geopolymer mortar on the strength and microstructural properties under ambient curing conditions. In this research, geopolymer mortars were prepared with fly ash and steel slag (in the ratio 1:2.0, 1:2.5 and 1:3.0) as precursors with NaOH and Na2SiO3 as activator solution solutions (in the ratios of 0.5, 0.75 and 1.0) with concentrations of NaOH as 8 M, 10 M, 12 M and 14 M to study the compressive strength behaviour. From the experimental results, it was observed
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Alemneh Adimass, Solomon, Ermias Gebrekidan Koricho, Velmurugan Paramasivam, and Vignesh Krishnan. "Experimental and Numerical Studies on the Vibration of Hybrid Composite with an Edge Crack." Journal of Engineering 2024 (April 26, 2024): 1–18. http://dx.doi.org/10.1155/2024/5281868.

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The hybrid composite plate is increasingly used in marine, robotic arm, and other applications. Edge crack is the greatest common fault in the structural systems during its working time. In this research, the successful fabrications of a hybrid composite of epoxy-based composites reinforced with bamboo and glass fibers have been done to examine the vibration characteristics under free vibration. First-order shear deformation theory is used to study the fundamental natural frequencies of asymmetrically hybrid composite beam with edge cracks for cantilever beam boundary conditions. Both numerica
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Deepak, MS, and VM Shanthi. "Lateral-torsional buckling capacity of Hybrid Double-I-Box Beams: A numerical approach." Advances in Structural Engineering 22, no. 3 (2018): 641–55. http://dx.doi.org/10.1177/1369433218795601.

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In this article, a parametric study on the lateral-torsional buckling performance of thin-walled cold-formed steel Hybrid Double-I-Box Beams through numerical analyses has been presented. These built-up beams have distinctive cross-section geometry; the presence of more section modulus at the flanges provides high resistance to flexural bending and the closed-box portion offers high stiffness to resist torsion and lateral buckling. Therefore, these beams can be used for longer spans. The nonlinear finite element analysis was performed using ABAQUS software. All the beams were modelled as ideal
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Lu, Jingzhou, Tong Mou, Chen Wang, Han Huang, and Wenyu Han. "Research on Hysteretic Behavior of FRP-Confined Concrete Core-Encased Rebar." Polymers 15, no. 12 (2023): 2728. http://dx.doi.org/10.3390/polym15122728.

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FRP-confined concrete core-encased rebar (FCCC-R) is a novel composite structure that has recently been proposed to effectively delay the buckling of ordinary rebar and enhance its mechanical properties by utilizing high-strength mortar or concrete and an FRP strip to confine the core. The purpose of this study was to study the hysteretic behavior of FCCC-R specimens under cyclic loading. Different cyclic loading systems were applied to the specimens and the resulting test data were analyzed and compared, in addition to revealing the mechanism of elongation and mechanical properties of the spe
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FU, WENYU, GUANG CHENG, RUOBING YAN, and AIKE QIAO. "NUMERICAL INVESTIGATIONS OF THE FLEXIBILITY OF INTRAVASCULAR BRAIDED STENT." Journal of Mechanics in Medicine and Biology 17, no. 04 (2017): 1750075. http://dx.doi.org/10.1142/s0219519417500750.

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Braided stents are commonly used to treat cerebral aneurysm, but there is little information about the bending characteristic of braided stent used for cerebral aneurysm. This paper investigates how geometrical parameters of braided stent influence its flexibility. Eight groups of braided stent models with different geometries (i.e., nominal diameter, length, braiding angle, number of wires, diameter of wire, frictional coefficient among wires and porosity) were constructed. Parametric analyses of these models were carried out by using Abaqus/Explicit. When the nominal diameter varied from 2[F
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Book chapters on the topic "ABAQUS 60.10"

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Pal, Mainak, Vandit Pandya, Chandrakant K. Nirala, and Anupam Agrawal. "Determining Critical Wall Angle in Micro-incremental Sheet Forming of SS316L Foils for Formability Assessment." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-58006-2_21.

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AbstractMicro-incremental sheet forming (µISF) has advantages over existing micro-forming processes (due to its die-less nature of material deformation) and vast applications in sophisticated industries. In µISF, a flexible ultra-thin sheet (foil) is plastically deformed into a complex 3D geometrical shaped component. It is precisely governed by the user-defined toolpath of the forming tool on the surface of the foil. This study investigated the deformation behavior of 100-μm-thick SS316L foils; the foils were deformed into small conical shapes with a tool-tip with a radius of 500 μm. The µISF
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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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Conference papers on the topic "ABAQUS 60.10"

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Hao, Jing, Zhangjun Liu, Hailin Lu, Shiwei Yin, and Yuqiuhui Wang. "Influence of Temperature Variations on Fatigue Damage of Deck-Rib Welded Joints in Orthotropic Steel Decks under Vehicle Loading." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1794.

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<p>Deck-rib welded joints in orthotropic steel decks are prone to fatigue cracking under vehicle loads, while existing studies have insufficiently addressed the influence of cyclic temperature variations. This study employs a calibrated ABAQUS global-local model to examine the impact of pavement temperature and vertical temperature gradient changes on the fatigue damage of deck-rib welded joints. Results indicate that the fatigue stress decreases by approximately 60% as pavement temperature drops from 70°C to 10°C, and vertical temperature gradient induces diurnal thermal stress variatio
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Malomo, B. O. "A homogenized finite element analysis of the deformation of axially-loaded thin-walled epoxy/coir fibre-reinforced aluminum 6063 composite tubes." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-50.

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Abstract. Metal-fibre hybridization is strategic to the development of efficient lightweight energy absorbing structures. In this study, the deformation of variable coir-fibre reinforcement volumes (10%-90%) hybridized at reinforcement thicknesses (10T, 15T and 20T) with aluminum alloy 6063 tubes was investigated from a continuum standpoint to unravel the underlying mechanisms of the composite’s performance potential. A representative volume element (RVE) was developed to determine the effective properties of coir-fibers based on Mori-Tanaka/Benveniste theoretical model in DIGIMAT 2017.0, whil
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Linayao, Floyd, and Raymond K. Yee. "Dynamic Impact Simulation Study of Tubeless Pneumatic Tires." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-67123.

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Traditionally speaking, prototype tires are designed, and then tested on an experimental basis to evaluate performance. Using finite element analysis instead allows tire design parameters to be modified at will and underperforming architectures to be ruled out. This paper characterizes the dynamic response of a tubeless pneumatic vehicle tire as it is exposed to sudden impact and determines conditions under which failure would occur. Three cases were studied using a 175SR14 passenger tire, since passenger tires are most commonly used and impacts are more substantial on smaller tires. ABAQUS fi
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Natarajan, Valliyappan David, and Arif Ashraf Ayob. "Effect of Ovality on the Collapse Pressure of a Subsea Pipeline at High Outer Diameter-to-Wall Thickness Ratios." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-50945.

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Subsea pipelines are primarily used in the transportation of oil and gas from the excavation site to the oil refinery. These pipelines are usually put under immense internal and external ambient pressures during their operation. The pipelines are therefore designed to account for the supported pressure and to ensure lower in-service failure probability. However, manufacturing issues arising from precision of machine tools and residual stresses in raw materials tend to cause the physical pipes to be geometrically imperfect. Imperfections including ovality (out-of-roundness), uneven wall thickne
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Journal articles
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