Gotowe bibliografie tematyczne / Component; FEA; Pile

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Gotowa bibliografia na temat „Component; FEA; Pile”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Component; FEA; Pile"

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L.M.Sardesai*, G.A.Kadam D.T.Gawade. "ANALYSIS OF PILE FOUNDATION BEHAVIOUR FOR VARIOUS SOIL CONDITION." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 7 (2017): 159–67. https://doi.org/10.5281/zenodo.823072.

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Pile foundation is used to transfer the ultimate load from the structure to the foundation from soft soil strata to hard soil or rock. FEA model developed to predict the response of pile in static and nonlinear dynamic analysis of pile foundation in layered soil medium based on field data. In the first step static analysis will be performed which were compared and validated with the analytical result. Pile foundation are carried for the various soil condition in order to prove its efficiency in the soil systems. Numerical analysis has been carried out using FEA (NASTRAN) software, which will b
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Zhou, Wei Bing, Xiang Bo Ouyang, and Ke Tian Li. "The Structure Design and Finite Element Analysis of the Self-Moving Silent Piler Based on the Pile Reaction Force." Applied Mechanics and Materials 37-38 (November 2010): 1571–76. http://dx.doi.org/10.4028/www.scientific.net/amm.37-38.1571.

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The self-moving Silent Piler based on the pile reaction force is a new kind of construction equipment by static pressure hydraulic pressure, which utilizes reaction force derived from fully installed cement column to support the silent piler body. The construction characteristics and working principle of the silent piler have been discussed in this paper. The structure of the device has been designed. The FEA to the main stress components and force has been analyzed.
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Fu, Qian, Shu Ting Liang, and Xiao Jun Zhu. "Finite Element Analysis on Low Cycle Fatigue Properties of HRBF RC Pile Tip." Advanced Materials Research 919-921 (April 2014): 932–37. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.932.

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Numerical simulation of the entire process of HRBF RC pile tip under the low cycle fatigue tests were carried out by nonlinear finite element software ABAQUS. The simulation results included hysteretic curve, skeleton curve, the equivalent plastic strain cloud, the concrete damage cloud and etc. On this basis, it is simulated and calculated by changing the strength of concrete, reinforment ratio, axial load ratio, strength of longitudinal reinforcement and stirrup ratio, to gain the effect of skeleton curve. FEA results show that: the results wear agreed well with the experimental results, and
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Balakumar., C., Chandrasekhar U., and Chandra Mohana Reddy B. "Assessment of Mechanical Design Parameters for an Aero Gas Turbine Engine Jet Pipe Casing using Finite Element Analysis." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 5 (2020): 1197–201. https://doi.org/10.35940/ijeat.E1072.069520.

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Aero Gas Turbine engines power aircrafts for civil transport application as well as for military fighter jets. Jet pipe casing assembly is one of the critical components of such an Aero Gas Turbine engine. The objective of the casing is to carry out the required aerodynamic performance with a simultaneous structural performance. The Jet pipe casing assembly located in the rear end of the engine would, in case of fighter jet, consist of an After Burner also called as reheater which is used for thrust augmentation to meet the critical additional thrust requirement as demanded by the combat envir
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Kacprzak, Grzegorz Marek, and Semachew Molla Kassa. "Assessment of the Interaction of the Combined Piled Raft Foundation Elements Based on Long-Term Measurements." Sensors 25, no. 11 (2025): 3460. https://doi.org/10.3390/s25113460.

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Understanding the complex phenomena of interactions between the elements of a combined piled raft foundation (CPRF) is essential for the proper design of such foundations. To evaluate the effects of mutual influence among the CPRF’s elements, a series of long-term measurements of selected physical quantities related to the performance of the foundation were conducted on a building with a frame structure, stiffening walls, and monolithic technology, consisting of seven aboveground stories and one underground story. The analysis distinguishes the real deformations resulting from temperature chan
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Gmyzina, N. V., N. A. Sedinkina, and O. E. Gorlova. "Study of BOF slags properties with the purpose of their utilization technology perfection." Ferrous Metallurgy. Bulletin of Scientific , Technical and Economic Information 75, no. 5 (2019): 623–31. http://dx.doi.org/10.32339/0135-5910-2019-5-623-631.

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Actuality of steel-making slags utilization is stipulated not only by the necessity to improve ecology situation at the sites of slag piles, but also by a possibility to obtain additional raw materials for metallurgical production. Increase of the domestic iron-containing raw materials at Magnitogorsky steel-works can be done by more effective processing of steel-making slags. To improve the technology of BOF slags processing, a work done to study their chemical and mineral composition. It was established, that primary and secondary BOF slags are attributed to basic and ultra-basic, since the
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Millena, C. G., K. C. L. Ostonal, P. J. F. N. Moreno, et al. "Effect of thermal and non-thermal treatments on the physicochemical properties and fungal load of pili nut (Canarium ovatum Engl.) kernel with testa." Food Research 9, no. 3 (2025): 332–43. https://doi.org/10.26656/fr.2017.9(3).030.

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Among the genus Canarium, the pili nut (Canarium ovatum, Engl.) is of high economic value in the Philippines due to its large kernels. The latest report from the European Food Safety Authority (EFSA) showed that the present practice of post-harvest handling of pili nut kernels resulted in an alarming microbial load. Hence, the study determined the effect of thermal and non-thermal (UV-C) treatments as potential post-harvest activities to inactivate microorganisms, which will have a minimal impact on the physicochemical components of raw pili nut kernel with testa based on Philippine National S
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Rousaki, Anastasia, Eva Vermeersch, Sara Valadas, et al. "From a Point to the Grid: In Situ Raman Spectroscopy of Selected Paintings From the Collection of the National Gallery‐Alexandros Soutsos Museum, Athens, Greece." Journal of Raman Spectroscopy, April 20, 2025. https://doi.org/10.1002/jrs.6819.

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ABSTRACTThree paintings of Symeon Savvidis, one of Francesco Pige and one from Andreas Kriezis belonging to the permanent collection of the National Gallery‐Alexandros Soutsos Museum located in Athens, Greece, were analysed in situ, during the museum's opening hours, by Raman spectroscopy, handheld x‐ray fluorescence (hXRF) and hyperspectral imaging (UV‐Vis‐NIR HSI). Raman spectroscopy point analysis, performed on multiple points on the surface of the paintings, revealed the materials used by the artists. Additionally, micro‐Raman maps were obtained from selected areas, for the distribution of
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Fokter, Samo K., Nenad Gubeljak, Esther Punzón-Quijorna, et al. "Total Knee Replacement with an Uncemented Porous Tantalum Tibia Component: A Failure Analysis." July 11, 2023. https://doi.org/10.3390/ma15072575.

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Porous tantalum has been extensively used in orthopaedic surgery, including uncemented total knee arthroplasty (TKA). Favourable results were reported with earlier monobloc tibial components and the design evolved to modular implants. We aimed to analyse possible causes for extensive medial tibia bone loss, resulting in modular porous tantalum tibia baseplate fracture after primary TKA. Retrieved tissue samples were scanned with 3 MeV focused proton beam for Proton-Induced X-ray Emission (micro-PIXE) elemental analysis. Fractographic and microstructural analysis were performed by stereomicrosc
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Książki na temat "Component; FEA; Pile"

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PIAE EUROPE 2021. VDI Verlag, 2021. http://dx.doi.org/10.51202/9783181023853.

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Contents Structural components/Strukturbauteile Development of an energy-absorbing structural element made of polyamide integrated in the plastic front-end carrier of the new Mercedes S-Class ..... 1 Entwicklung eines energieabsorbierenden Strukturelements aus Polyamid integriert im Kunststoff-Frontendträger der neuen Mercedes S-Klasse ..... 5 BAGS: Highly-integrated front-end module carrier ..... 9 BAGS: Hochintegrierter Front End Modulträger ..... 19 Surfaces/Oberflächen Lightweight plastic construction with visible surface as examplified by the Volkswagen ID 3 tailgate ..... 29 Kunststoffle
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Zinn, S., and S. L. Semiatin. Elements of Induction Heating. ASM International, 1988. http://dx.doi.org/10.31399/asm.tb.eihdca.9781627083416.

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Elements of Induction Heating: Design, Control, and Applications discusses the principles of electromagnetic induction and the setup and use of induction heating processes and equipment. The first few chapters cover the theory of induction heating and the factors that must be considered when selecting and configuring components for a given application. As the text explains, the frequency required for efficient heating is determined by the geometry of the coil, the properties, size, and shape of the workpiece, and the need to maintain adequate skin effect. It also depends on proper tuning and l
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Części książek na temat "Component; FEA; Pile"

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Slaats H. and van der Stoel A.E.C. "Validation of numerical model components of LTP by means of experimental data." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-1582.

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At Delft University, research was conducted on the validation of the numerical model components of a model to determine the bending moments in slender piles of a Load Transfer Platform (LTP) using the 2D and 3D FEM software PLAXIS. A reliability analysis of PLAXIS was applied on the following five aspects: soil arching, pull-out behaviour of a geogrid, direct shear behaviour of a geogrid, laterally loaded piles by a horizontal force on the pile cap and laterally loaded piles by an embankment. The reliability analysis of PLAXIS for all different aspects is based on an executed laboratory test.
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Takahashi H., Kitazume M., and Maruyama K. "Deformation behaviour of SCP improved ground to limit state." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-2272.

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The sand compaction pile (SCP) method has been used in many construction sites to improve soft clay layers. Clay ground improved by the SCP method can be assumed as a composite of sand compacted piles and a soft clay layer. This type of composite ground shows complicated deformation and failure patterns under backfill loading because of the different characteristics of the component materials. The stability of SCP improved ground has been studied under the assumption of shear strength on a slip surface. However, for performance design by checking displacement, it is essential to appropriately
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S., Sumesh, A. R. Veerappan, and S. Shanmugam. "Finite Element Analysis of Pipe Bends under External Loads." In Modeling and Simulation Techniques in Structural Engineering. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-0588-4.ch007.

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Pipelines are being used to convey different sorts of fluids from hazardous and toxic substances to high pressure steam. Piping systems are subjected to various external loads leading to major failures with gross plastic deformation. Pipe bends are incorporated into piping systems not only to change the direction of flow but also to provide flexibility, hence they are considered to be critical components and its safe design under various loads becomes important. Earlier studies of pipe bends utilized analytical methods to determine the plastic loads. The evolution of FEM and the advancements i
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Meyer, Jimmy E., Kristi A. Vilminot, and Joe Frey. "ASME Piping Code: B31.1, Power Piping." In Companion Guide to the ASME Boiler & Pressure Vessel Codes, Volume 2, Sixth Edition. ASME Press, 2023. http://dx.doi.org/10.1115/1.886526_ch35.

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Abstract This chapter covers the ASME B31.1 Power Piping Code and provides additional insight into the proper use of the Code. The chapter intends to supplement and provide additional insight to the proper use of the Code. It begins with a discussion of the conditions or considerations for the design of piping systems; the basis of the allowable stresses, quality factors, etc. to be used for the design of piping systems; and the requirements for pressure design of piping components. The chapter briefly addresses various piping components or types of piping joints which might be limited to nonh
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"Time-series analysis of radon monitoring in various underground environments: Case of abandoned Kővágószőlős uranium mine." In Book of Abstracts - RAD 2025 Conference. RAD Centre, Niš, Serbia, 2025. https://doi.org/10.21175/rad.abstr.book.2025.43.5.

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Field uranium research began in Hungary in 1947 under the guidance of Hungarian specialists. After the research period, mining plants were opened one after the other, and an ore processing plant was also established. The ore wealth found in the Mecsek Mountains was less favorable than average, 1 ton of ore contained 1.2 kg of uranium metal. By 1989, Hungarian uranium ore mining had become uneconomical, and a government decision was made to close it down, dating back to 1997. The reculturation process began in 1998. Currently, environmental damage is being eliminated under the title of long-ter
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"Ultrasonic homogenizing systems are able to produce particle-size and droplet-size distributions that approach those of piston homogenizers with a lower power re-quirement. In order to work, they must be fed a well-blended premix or a metered feed of the liquid components. The vibrating element is an extra maintenance item, espe-cially in heavy or abrasive service. Overall, they offer an attractive option when fixed-gap rotor/stator devices do not produce the required size distributions. 5. Homogenizer/Extruder Another high-pressure homogenizer/extruder with an adjustable valve having produc-tion capacities from 8 mL/hr to 12,000 LL/hr is available. A positive displacement pump produces pressures up to 30,000 psig. The manufacturer claims that no O-ring is used in the product pass and pump seal, and this homogenizer/extruder was approved by the U.S. Food and Drug Administration for pharmaceutical use [36]. At this writing, in-formation concerning the internal structure is not available. The apparatus is capable of producing fine emulsions and liposomal dispersions. Figure 36 shows a laboratory unit. 6. Microfluidizer Technologies A more recent invention to find wide use in specialized forms of dispersed system dosage forms is the microfluidizer. This device uses a high-pressure positive-displacement pump operating at a pressure of 500-20,000 psig, which accelerates the process flow to up to 500 m/min through the interaction chamber. The interaction chamber consists of small channels known as microchannels. The microchannel diameters can be as narrow as 50 urn and cause the flow of product to occur as very thin sheets. The configuration of these microchannels within the interaction chamber resembles Y-shaped flow streams in which the process stream divides into these microchannels, creating two separate microstreams. The sum of cross-sectional areas of these two microstreams is less than the cross-sectional area of the pipe before division to two separate streams. This nar-rowing of the flow pass creates an (axisymmetric) elongational flow to generate high Fig. 36 Emulsiflex-C5, a high-pressure homogenizer. (From Ref. 36.)." In Pharmaceutical Dosage Forms. CRC Press, 1998. http://dx.doi.org/10.1201/9781420000955-54.

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Streszczenia konferencji na temat "Component; FEA; Pile"

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Srinivasan, Vedanth. "Evaluation of Flow Coupled CO2 Corrosion Using CFD: Kinetics & Hydrodynamics." In CORROSION 2015. NACE International, 2015. https://doi.org/10.5006/c2015-05694.

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Abstract A Comprehensive numerical model has been developed for computing corrosion rates generated by CO2 saturated aqueous solutions in an internal flow configuration. The fundamental fluid flow is characterized by numerical solutions to Navier-Stokes conservation equations for mass, momentum and energy, accompanied by models to capture turbulence generated by the flow. Particularly, the near-wall flow is captured using advanced wall treatment approaches to accurately track the viscous sub layer behavior generated by the turbulent flow. The corrosion rates are then computed by modeling the e
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Cunningham, Seth, Benjamin A. White, and Nathan W. Poerner. "Combining FEA and Field Measurement Techniques for Dynamic Machinery Foundation Design." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11846.

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Abstract Proper foundation design is an essential component in the design process of many types of rotating machinery. Most foundations are designed for static loading, however dynamic foundation design is often overlooked or considered a secondary check. Failing to consider the dynamics of the foundation during the design phase can result in excessive machinery vibrations resulting in failures, forced shutdowns, and expensive in-situ repairs. Foundation dynamics are commonly assessed using finite element analysis (FEA) during the design phase with modal and forced response analyses; however t
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Jimenez, Bernardo. "Evaluating pile pinning and shielding during finite-length lateral spread." In Deep Foundations Institute 49th Annual Conference. Deep Foundations Institute, 2024. https://doi.org/10.37308/dfi49.2024860904.

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Earthquake-induced deformation of bridge piers underlain by liquefied soil may impose significant demands on the foundation system due to lateral spread. A relatively simple equivalent-static analysis (ESA) procedure can adequately predict the response of bridge foundations to lateral spreading. Typical procedures for ESA analysis assume a 'infinite-length' lateral spread feature, implying that further increases in size would not increase the demand placed on foundations within the spread. Recent studies have indicated that if the areal extent of the spread feature is smaller than the zone of
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Adams, Timothy M., and Jie Wen. "Development of the Primary Stress Indices and Primary Plus Secondary Stress Indices for Pipe Cross Connection." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45610.

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The current ASME Boiler Pressure Vessel Code doesn’t provide the primary stress indices (B2) and primary plus secondary stress indices (C2) for a pipe cross connection. In this study, two types of Finite Element Analysis (FEA) models were created to calculate the stress indices for such a configuration: the first was a 3D solid model to calculate the stress intensities and the second a simplified pipe model to calculate the bending moments to obtain the pipe nominal stresses. For both types of FEA models, loads were applied in one direction at either run pipe or branch pipe to ensure in-plane
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Tasbihgoo, Farzad, John P. Caffrey, and Sami F. Masri. "Nonlinear Finite Element Analysis of a Threaded Pipe Connection." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2293.

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For the past several years, USC has been involved in a major research project to study the seismic mitigation measures of nonstructural components in hospitals funded by the Federal Emergency Management Agency (FEMA). It was determined that piping was the one of the most critical components affecting the functionality of a hospital following an earthquake. Consequently, a substantial effort was spent on quantifying the behavior of typical piping components. During the loading of the threaded joint, it was common to hear a loud popping sound, followed by a small water leak. It was assumed that
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Mayes, Alex, Phillip Wiseman, and Kshitij P. Gawande. "A Review of Temperature Reduction Methods in Codes and Standards for Pipe Supports." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21297.

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Abstract American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code, Section III, Division 1, Subsection NF, Subparagraph NF-3121.11 does not require that thermal stresses in supports be evaluated. Historically, pipe support engineers have not been concerned with thermal stresses of pipe and component supports, but determining material temperature limits and allowable stresses have been a major role in designing and analyzing supports. Thus, heat transfer is often investigated in finding the temperature of pipe supports and parts of pipe supports that are not in direct con
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Edmans, Ben, Giulio Alfano, and Hamid Bahai. "Large-Scale Analysis and Local Stress Assessment of Flexible Unbonded Pipes Using FEA." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-84249.

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Lifespan assessment of flexible risers involves the evaluation of fatigue parameters, requiring accurate predictions of stresses and their variation in pipe components. For predicting the effect of complex three-dimensional nonlinear dynamics on component stress histories, multi-scale methods can combine generality of application with computational efficiency. In this paper, we describe the development of a two-scale computational homogenisation procedure linking a coarse-scale analysis model using specialised beam elements, and a detailed stress prediction model consisting of a pipe section w
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Zhang, Fan, Ming Liu, Yong-Yi Wang, and William A. Bruce. "Stress Analysis of Lifting and Lowering-In Process." In 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33237.

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For typical cross-country pipelines not expected to experience ground movement hazards, the longitudinal stresses experienced during lifting and lowering-in are typically the highest that they experience in their entire service life. Vertical bending stresses are produced by the curvature created from the upward lifting forces of the sidebooms and the downward force of the pipe weight. Horizontal bending stresses are produced due to the lateral movement of the pipe when the pipe string is moved from its support position on the side of trench to the center of the trench. It is critical to limit
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Wang, Haoyu, Jason Sun, and Paul Jukes. "FEA of a Laminate Internal Buckle Arrestor for Deep Water Pipe-in-Pipe Flowlines." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79520.

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Development of deepwater oil reservoirs has been undertaken in the Gulf of Mexico (GoM) where flowlines are installed in water depths in the vicinity of 2,740m (9,000ft). Preventing the propagation of local collapse/buckle failures is one of the key engineering design limit states that is defined in the industry codes to ensure the pipeline integrity. Deep-water buckle propagation is almost unavoidable as the wall thickness selection cannot be directly driven by the buckle propagation limit state. Field data indicates that once a buckle happens, the flowline could collapse for many kilometers
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Vorster, Willem J. J., and Alex Mann. "A Methodology for Constructing Complex 3D Cracked Body Finite Element Models Efficiently." In ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-84908.

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Design code design by analysis routes often require knowledge of collapse parameters while structural integrity fitness for purpose assessments require detailed knowledge of both collapse and fracture parameters. These parameters can be calculated using detailed Finite Element Analysis (FEA) simulation. However, the process of constructing Finite Element (FE) models of complex components such as branches and branches located on pipework bends is often time consuming when considering aspects of weld design around branches attached to bends or the requirement for specialist knowledge when insert
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Raporty organizacyjne na temat "Component; FEA; Pile"

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Budzich, Jeffrey. PR-685-184506-R08 Field Validation of VIV Initiation Within Waterways. Pipeline Research Council International, Inc. (PRCI), 2022. http://dx.doi.org/10.55274/r0012215.

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The purpose of this document is to compare a pipeline's natural frequencies obtained from finite element analysis (FEA) and those derived from the vibration data obtained in the field. The FEA model was developed from inputs such as elevation of pipeline's centerline, elevation of ground, properties of soil (assumed), geometry of the pipeline cross section, intermediate pipe supports (if any) and loading. Field data were obtained from accelerometer installed on the pipeline. Note this effort is one component of the larger multifaceted Modernize the Assessment of Pipeline Water Crossings projec
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