Gotowe bibliografie tematyczne / Eccentricity of Loading

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Gotowa bibliografia na temat „Eccentricity of Loading”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Eccentricity of Loading"

Li, Z. H., Y. L. Chen, S. Li, and D. S. Bi. "Predict Stiffness of Hydraulic Press with Movable Eccentricity Loading Considering Uncertainty by Monte Carlo Simulation." Materials Science Forum 697-698 (September 2011): 721–25. http://dx.doi.org/10.4028/www.scientific.net/msf.697-698.721.

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The stiffness analysis method considering uncertainty parameters of frame hydraulic press with movable eccentricity loading in the early design stage was proposed. The mathematical analytical stiffness of the upper beam with movable eccentricity loading was built. The adaptive Monte Carlo Method was used to calculate the interval of the stiffness with random parameters. The result shows that the stiffness appears higher when the eccentricity increasing. The approach has been tested by measuring the stiffness of a 10000kN frame hydraulic press and a 15000kN frame hydraulic press.

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Wang, Chun Gang, Zi Feng Xu, Zhuang Nan Zhang, and Yu Fei Cao. "Load-Carrying Capacity of Cold-Formed Steel Columns with Complicated Section under Eccentric Compression Loading." Advanced Materials Research 838-841 (November 2013): 601–4. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.601.

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This paper studied 30 cold-formed steel columns with three different sections and eleven different eccentricities under eccentric compression loading by nonlinear finite element analysis using program ANSYS. Effects of the above parameters on ultimate load-carrying capacity, buckling modes, the distribution of stress and strain, and deflection behavior of channels with complex edge stiffeners under eccentric compression loading were investigated. The result shows that influence of the effective centroid offset on carrying capacity under eccentric compression loading can not be ignored. The max

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Xing, GuoQi, ChangJiang Liu, ShanShan Li, and Wei Xuan. "H-M Bearing Capacity of Cone-Shaped Foundation for Onshore Wind Turbine under Monotonic Horizontal Loading." Advances in Materials Science and Engineering 2019 (December 17, 2019): 1–14. http://dx.doi.org/10.1155/2019/3409561.

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In this paper, monotonic horizontal loading tests were carried out to study the bearing capacity of the cone-shaped foundation in marine fine sand. With load-controlled methods, the horizontal load was applied to the rod of cone-shaped foundation at loading eccentricity ratios of 5.0, 6.0, and 7.0. In addition, theoretical analysis was used to investigate the horizontal ultimate bearing capacity, and finite element analysis was also used in this paper to investigate the influence factors of the bearing capacity of cone-shaped foundation. Based on the theoretical analysis, the formula for horiz

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Xiao, Chenglong, Renshu Yang, Chenxi Ding, et al. "Dynamic Fracture Experiment of Medium with Defects under Impact Loading." Shock and Vibration 2021 (February 16, 2021): 1–9. http://dx.doi.org/10.1155/2021/8860929.

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Defects have a significant effect on the dynamic fracture characteristics of the medium. In this paper, the dynamic fracture experiment of specimens with bias precracks is designed by utilizing the digital laser dynamic caustics system, and the effect of defect eccentricity on the dynamic fracture behavior is studied. Research shows that crack propagation can be divided into four stages: crack initiation stage, attraction stage, repulsion stage, and specimen fracture stage. The change of defect eccentricity has no obvious effect on the crack propagation behavior in the crack initiation stage a

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Zhao, Z., Y. Wan, D. Dai, and L. Ke. "Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay." Géotechnique Letters 12, no. 4 (2022): 1–23. http://dx.doi.org/10.1680/jgele.21.00018.

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This study investigates the ultimate lateral unit earth pressure of rigid tetrapod foundation imposed by eccentric loads, based on a couple of two-dimensional adaptive finite-element limit analyses with lower-bound, upper-bound and 15-node mixed Gauss element formulations. A parameter study is conducted to emphatically explore the influence of eccentricity as well as to assess the role of additional parameters such as soil-pile interface strength and pile spacing on the normalised lateral earth pressure factor Np. Results from the numerical analyses reflect that the presence of loading eccentr

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Hyman, Peter, and Adelaja Israel Osofero. "Behaviour of eccentrically loaded prestressed stayed columns with circular hollow sections." Advances in Structural Engineering 23, no. 13 (2020): 2813–21. http://dx.doi.org/10.1177/1369433220924796.

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The behaviour of axially loaded prestressed stayed columns is a commonly studied area. Despite the fact that load eccentricity in columns is commonplace in practice, the amount of investigation into these systems under eccentric loading is limited. This study employed finite element analysis to investigate the interactive post-buckling behaviour of prestressed stayed columns. Critical imperfection combination with respect to the load carrying capacity was established and a comparison of a planar and a three-dimensional model was carried out to investigate key differences in the models. In this

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Wang, Bin. "Experimental Behavior of Concrete-Filled Square Steel Tube of Mid and Long Columns Subjected to Eccentric Compression." Advanced Materials Research 255-260 (May 2011): 118–22. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.118.

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This paper presents an experimental investigation of the mechanic behavior of 9 concrete-filled square steel tube columns (CFSST) subjected to eccentric loading. The primary parameters of the specimens are eccentricity ratios, slenderness ratios and concrete strength. The results showed that the eccentricity ratios and slenderness ratios are the primary factors to influence the load-bearing capacity of CFSST columns, with the increase of eccentricity ratios and slenderness ratios, the limit load-bearing capacity reduced gradually. The influence of concrete strength to load-bearing capacity dec

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Toribio, Jesús, Juan-Carlos Matos, Beatriz González, and Iván González. "Stress Intensity Factor Solutions for Eccentric Annular External Cracks in Notched Round Bars under Tensile Loading." Metals 13, no. 8 (2023): 1453. http://dx.doi.org/10.3390/met13081453.

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In this paper, stress intensity factor (SIF) solutions of eccentric annular external cracks in elliptical notched round bars under tension loading have been obtained from 3D finite element analysis, along with their relation to the energy release rate obtained with the J-integral contour. The analysis variables have been the ligament diameter, its eccentricity, and the elliptical notch aspect ratio. The maximum SIF increases with the ligament eccentricity, the presence of the notch (compared to when the bar is smooth), and the elliptical notch axial semi-axis (for the same notch depth); it dec

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Ricci, Mário César. "Internal Loading Distribution in Statically Loaded Ball Bearings Subjected to an Eccentric Thrust Load." Mathematical Problems in Engineering 2009 (2009): 1–36. http://dx.doi.org/10.1155/2009/471804.

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Rolling-element bearings are simple machine elements of great utility used both in simple commercial devices as in complex engineering mechanisms. Because of being a very popular machine element, there is a lot of literature on the subject. With regard to the behavior of internal loading distribution, elastic deformations at point or line contacts, and geometric parameters under loading, although there are many works describing the parameters variation models, few works show such variations in practice, even under simple static loadings. In an attempt to cover this gap some studies are being d

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Anant, I. Dhatrak 1. Mohan Diliprao Mhaske *2 Sanjay W. Thakare 3. "ECCENTRICALLY LOADED STRIP FOOTING ON WEO CONTAMINATED SAND." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 6 (2017): 445–54. https://doi.org/10.5281/zenodo.814689.

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This paper presents an experimental investigation aimed at promoting a greater understanding of the behavior of strip footing on oil-contaminated sand. Contaminated sand layers were prepared by mixing sand with the waste engine oil (WEO) content of 1 % by weight of dried sand. A series of conditions, including uncontaminated cases, was tested by varying parameters such as the thickness of the contaminated sand layer and eccentricity of loading. The effects of eccentric loading on strip footing on uncontaminated and oil contaminated sand bed were studied in an experimental setup. The load-settl

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Rozprawy doktorskie na temat "Eccentricity of Loading"

Mohamed, Ahmed Abdeldayem. "Behavior, strength and flexural stiffness of circular concrete columns reinforced with FRP bars and spirals/hoops under eccentric loading." Thèse, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/11406.

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Abstract : Deterioration of concrete structures reinforced with steel bars can be seen daily in regions with aggressive weather as steel-corrosion problems worsen. Fiber-reinforced-polymers (FRP) reinforcement has proven its feasibility through different civil structural elements. Present guidelines for FRP structures in North-America and Europe have not yet handled axially loaded members, due to the lack of research and experiments. This research takes charge of providing experimental database as well as extensive analyses and design recommendations of circular concrete columns reinforced tot

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Części książek na temat "Eccentricity of Loading"

Kasiviswanathan, M., and M. Anbarasu. "Effect of Eccentricity of Load on Buckling Behavior of FRP Columns." In Composite Materials for Extreme Loading. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4138-1_10.

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Suri, Ganeriwala. "Loading Effect on Induction Motor Eccentricity Diagnostics Using Vibration and Motor Current." In Experimental Techniques, Rotating Machinery, and Acoustics, Volume 8. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15236-3_25.

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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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Papadopoulos V. and Arapakou A. "Bearing capacity of shallow foundations under highly eccentric and inclined loads." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-769.

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The purpose of this paper is to investigate the main factors affecting the characteristic resistance of shallow foundations subjected to inclined and highly eccentric loadings through numerical limit analyses. The parametric analyses are performed according to the finite element method by using computer programs PLAXIS 2-D and 3-D for strip and square foundations. The results from these analyses are compared with those deduced by the conventional methods for calculating the bearing capacity of the soil. Cases of cohesive soils under undrained conditions as well as of cohesionless soils are exa

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Klinkvort R.T., Hededal O., and Svensson M. "Laterally cyclic loading of monopile in dense sand." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-203.

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In order to investigate the response from laterally cyclic loading of monopiles a large centrifuge tests series is ongoing at the Technical University of Denmark (DTU). This paper will present some of the tests carried out with a focus on the influence of accumulation of rotation when changing the loading conditions. In these tests the load conditions are controlled by two load characteristics, one controlling the level of the cyclic loading and one controlling the characteristic of the cyclic loading. The centrifuge tests were performed in dense dry sand on a pile with prototype dimensions as

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Zania, V., O. Hededal, and R. Klinkvort. "Effect of relative pile’s stiffness on lateral pile response under loading of large eccentricity." In Frontiers in Offshore Geotechnics III. CRC Press, 2015. http://dx.doi.org/10.1201/b18442-104.

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Yu, Liansong, Guolong Tang, Xiaohu Ge, et al. "Simulation and Implementation of Structural Design for a Mobile Test Platform for Large Transformer No-Load and Load Tests." In Frontiers in Artificial Intelligence and Applications. IOS Press, 2024. https://doi.org/10.3233/faia241344.

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The open-circuit and load tests of transformers are routine and routine tests. The test equipment required for the open-circuit and load tests of large transformers is large in size and heavy in weight, and the process of repeatedly loading, transporting, and reassembling the test equipment on site involves certain transportation risks and low efficiency. In response to this problem in field testing, this paper uses SolidWorks to design a test platform for the open-circuit and load tests of 220 kV power transformers with a capacity of less than 240 MW. The test equipment, including variable-fr

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Yilmaz Mehmet, Eun Jongwan, Tinjum James M., and Fratta Dante. "In-Service Behavior of Soil Underlying Shallow Wind Turbine Generator Foundation." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-1965.

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On-shore wind turbine generators (WTG) are typically founded on massive, shallow, octagonal, gravity-based footings that are designed to transmit moderate vertical forces and large dynamic horizontal forces and overturning moments. Improved understanding of the foundation behavior for design and enhanced soil-structure interaction analysis is warranted for the performance of economical and sustainable WTG systems. In this study, in-service a WTG foundation was instrumented in the Midwest region of the United States to evaluate the foundation soil response. Pressure distribution in the soil bel

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Papadopoulos V. "Combined loadings of shallow foundations: The case of highly eccentric and inclined loads." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2013. https://doi.org/10.3233/978-1-61499-199-1-342.

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Purpose of this paper is the annotation of the admissible limits of normalized eccentricity in conjunction with the influence of high eccentricity and the inclination of resultant on the bearing capacity of shallow foundations. Representative results are presented calculating the characteristic resistance Rkofrom conventional methods compared with Rk from F.E. analyses under 2D or 3D conditions, using the ratio Rk/Rko. For some simple cases certain correction factors of the conventional methods were confirmed. On the contrary, for high eccentricity under inclined loadings, it seems that the co

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Streszczenia konferencji na temat "Eccentricity of Loading"

Nguyen, Thien Phuoc, Huynh Van Khang, and Kjell G. Robbersmyr. "Analytical Vibration Model of Stator Inter-Turn Short Circuit and Eccentricity in a Synchronous Generator at Different Loading Conditions." In 2025 IEEE Workshop on Electrical Machines Design, Control and Diagnosis (WEMDCD). IEEE, 2025. https://doi.org/10.1109/wemdcd61816.2025.11014134.

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Zamora Durán, María José, Daniel Martínez Vargas, and Andrés González Ureña. "Frames with Round Hollow Structural Section and W Shape Intentionally Eccentric Braces." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1351.

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<p>Offsetting the axis of an otherwise conventional steel brace with respect to the forces’ line of action modifies its force-displacement response and brings about significant benefits for earthquake- resistant design. When used in multi-storey Frames with Intentionally Eccentric Braces (FIEBs), the adjustable eccentricity of Braces with Intentional Eccentricity (BIEs) grants a better control over the dynamic behaviour of the structure and reduces incidental overstrength.</p><p>In this article, the suitability of round Hollow Structural Sections (HSS) and W shapes as bracing

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Takashima, Masato, Hiroshi Tagawa, and Xingchen Chen. "Application of T-shaped steel splice member to brace-end connection of circular hollow section brace." 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.2025.3385.

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<p>Usage of hollow section braces is popular in steel structures for their superior performance. To connect tubular members with the structural frame, field-bolted connections between the slotted- in splice and gusset plates are often utilized. However, single-shear bolted connections have a higher risk of sway mode buckling because of the eccentricity between the gusset plate and the brace axis. This study proposes a brace end connection in which the T-shaped splice members are inserted into the tubular brace so that the gusset plate axis is identical with the brace axis. The T-shaped s

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Spiˆnu, Sergiu, and Emanuel Diaconescu. "Numerical Simulation of Elastic Conforming Contacts Under Eccentric Loading." In STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71275.

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The subject of eccentrically loaded conforming contacts is approached analytically under the restriction that the eccentricity is small enough to keep the contact closed. This paper advances a numerical method for contact analysis valid at any eccentricity value. An additional loop is added to the classic elastic contact solver to account for load eccentricity. The method predicts contact area and pressure distribution even when the contacting bodies lose contact in some peripheral points. Numerical results of pressure distribution for a circular flat end punch agree well with existing analyti

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Hassan, H. F., and R. Z. Hamed. "Fiber RC-FRP columns under various eccentricity loading conditions: State of art review." In CONFERENCE ON MATHEMATICAL SCIENCES AND APPLICATIONS IN ENGINEERING: CMSAE-2021. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0148887.

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Huang, X., L. Xu, R. Wang, J. Wang, and X. Yin. "Research on Heavy-Loading Thermal Spray Turntable with High Precision and Self Controlled Frequency Conversion." In ITSC 1998, edited by Christian Coddet. ASM International, 1998. http://dx.doi.org/10.31399/asm.cp.itsc1998p0871.

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Abstract This paper discusses the basic design and operating characteristics of a precision heavy-duty thermal spray turntable. The system incorporates eccentricity and speed control and accommodates working pieces up to 100 mm in diameter and 2000 mm in height weighing as much as 1500 kg. Site tests, as reported in the paper, indicate that the turntable also meets dust and heat tolerance requirements.

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Supangat, Randy, Jason Grieger, Nesimi Ertugrul, Wen L. Soong, Douglas A. Gray, and Colin Hansen. "Investigation of Static Eccentricity Fault Frequencies using Multiple Sensors in Induction Motors and Effects of Loading." In IECON 2006 - 32nd Annual Conference on IEEE Industrial Electronics. IEEE, 2006. http://dx.doi.org/10.1109/iecon.2006.347647.

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Wang, Dong, Yuxia Hu, and Mark F. Randolph. "Three-Dimensional Large Deformation Analyses of Plate Anchor Keying in Clay." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57218.

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Plate anchors are a relatively new type of offshore anchorage in deep water. Plate anchors are usually installed vertically, followed by rotation under eccentric pulling force. In normally consolidated clay, the embedment loss during keying may reduce the anchor capacity significantly. The keying behaviour of rectangular anchors is investigated here using a three-dimensional large deformation finite element approach. This approach adopts mesh regeneration to avoid severe distortion of soil elements, as well as mapping the stresses and material parameters from the old to the new mesh. To study

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Liao, Jianhua, Nanxiang Liu, Xuyue Chen, Siyuan Yin, Qiqi Yang, and Gan Wang. "Numerical Simulation of the Effects of Casing Eccentricity on Inclined Wellbore Integrity in Salt-Gypsum Formation." In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0131.

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ABSTRACT Protecting the integrity of the wellbore is a major challenge for the sustainable development of hydrocarbon resources in nitrate formation. In this paper, A numerical model for investigating the effects of casing eccentricity on inclined wellbore integrity in salt-gypsum formation is developed. The effects of creep time, eccentricity distance, cement sheath modulus of elasticity and internal casing pressure on wellbore stress were investigated using the finite element method. The results show that for a given eccentricity, the stress on the wellbore increases with creep time, affecti

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Shenoy, B. Satish, Rammohan S. Pai B., Raghuvir Pai B., and Shrikanth Rao D. "Effect of Turbulence and Offset Loading on the Performance of a Single Pad Externally Adjustable Fluid Film Bearing." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-85760.

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Paper deals with the effect of turbulence on steady state performance characteristics of an eccentrically loaded 120° single pad externally adjustable fluid film bearing. The bearing has an aspect ratio of one and operates over a wide range of eccentricity ratios and adjustments. Two load-offset positions (β/χ) of 0.45 and 0.55 are considered in the present analysis. Reynolds equation incorporated with the Linearized turbulence model of Ng and Pan is solved numerically using finite difference method. A comparative study predicts that, load capacity of a bearing operating with β/χ = 0.55 and Re

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Raporty organizacyjne na temat "Eccentricity of Loading"

Wang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi, and Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils: Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.

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The design of laterally loaded piles is often done in practice using the p-y method with API p-y curves representing the behavior of soil at discretized points along the pile length. To account for pile-soil-pile interaction in pile groups, AASHTO (2020) proposes the use of p-multipliers to modify the p-y curves. In this research, we explored, in depth, the design of lateral loaded piles and pile groups using both the Finite Element (FE) method and the p-y method to determine under what conditions pile stability problems were likely to occur. The analyses considered a wide range of design scen

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