Relevant bibliographies by topics / Axial compression loads

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Axial compression loads'

Author: Grafiati
Published: 4 June 2021
Last updated: 27 July 2025

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Journal articles on the topic "Axial compression loads"

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Hameed, Rashid, Saba Mahmood, M. Rizwan Riaz, S. Asad Ali Gillani, and Muhammad Tahir. "Strengthening of Un-Reinforced Brick Masonry Walls Using Epoxy Mortar." Journal of Applied Engineering Sciences 11, no. 2 (2021): 101–6. http://dx.doi.org/10.2478/jaes-2021-0013.

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Abstract This study is carried out to investigate the effectiveness of using externally applied epoxy mortar on joints of masonry wall panels to enhance their load carrying capacity under axial compressive and lateral loads. A total of six 113 mm thick masonry wall panels of size 1200 x 1200 mm were constructed for this study. Four out of six walls were strengthened using locally available CHEMDUR-31 epoxy mortar on joints. The remaining two walls were tested as control specimens. The control and strengthened wall panels were tested under axial compression and lateral loads. In axial compressi
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Prakash, Amit, Ted A. Conway, and George A. Costello. "Compression of a Cord." Journal of Applied Mechanics 59, no. 2S (1992): S213—S216. http://dx.doi.org/10.1115/1.2899491.

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Cord is a structural element that is generally used to resist relatively large axial loads in tension in comparison to bending and torsional loads. However, in certain cases, a cord may be called upon to resist a compressive load such as occurs when a cord is placed in a composite. When a cord is subjected to compression, the individual filaments lose contact with each other. This results in a considerable reduction in the axial stiffness of the cord. Generally, most cord composites are fabricated at elevated temperatures and cooled to room temperatures. Some remarks are made concerning the bu
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Kim, Do-Young, Chang-Hoon Sim, Jae-Sang Park, Joon-Tae Yoo, Young-Ha Yoon, and Keejoo Lee. "Buckling Knockdown Factors of Composite Cylinders under Both Compression and Internal Pressure." Aerospace 8, no. 11 (2021): 346. http://dx.doi.org/10.3390/aerospace8110346.

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The internal pressure of a thin-walled cylindrical structure under axial compression may improve the buckling stability by relieving loads and reducing initial imperfections. In this study, the effect of internal pressure on the buckling knockdown factor is investigated for axially compressed thin-walled composite cylinders with different shell thickness ratios and slenderness ratios. Various shell thickness ratios and slenderness ratios are considered when the buckling knockdown factor is derived for the thin-walled composite cylinders under both axial compression and internal pressure. Nonli
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Wang, Dong, and Mao See Wu. "Elastic buckling analysis of an embedded infinitely long rod under combined axial and torsional loads." Mathematics and Mechanics of Solids 24, no. 12 (2019): 3779–94. http://dx.doi.org/10.1177/1081286519856062.

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In this paper, expressions for the critical axial–torsional loads are derived for the buckling of an elastic rod embedded in an elastic medium. The derivation is based on the assumption that the deforming rod encounters a response force from the surrounding medium, and a first-order perturbation analysis of the governing equilibrium equations. It is shown that a dimensionless universal buckling relationship, independent of material and geometry, exists between the critical axial load, both in compression and tension, and the critical torsional load. A reducing axial compression, or an increasi
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Alhamati, Abdullah Ali Nasser, Abdul Halim Ghazali, and Jamalodin Norzaie. "Investigation on the behavior of rigid polyvinylchloride pipes subjected to uniaxial compression loads." ASEAN Journal on Science and Technology for Development 23, no. 3 (2017): 145. http://dx.doi.org/10.29037/ajstd.101.

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The objective of this research was to investigate the capability of rigid Polyvinylchloride (PVC-U) pipes to sustain axial loads. The behavior of PVC-U pipes specimens subjected to short-term uniaxial compression loads were experimentally investigated. Results of the load-displacement tests on pipes of different wall thickness, diameter, and specimen heights were recorded. The experimental test results show that the PVC-U pipes are capable of supporting loads greater than the required design load (3.4 kN). Increasing the pipe specimen height decreases the pipe strength for supporting the axial
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WU, XIAO-GANG, TENG ZHAO, XIAO-HONG WU, et al. "INTERSTITIAL FLUID FLOW BEHAVIOR IN OSTEON WALL UNDER NON-AXISYMMETRIC LOADING: A FINITE ELEMENT STUDY." Journal of Mechanics in Medicine and Biology 18, no. 07 (2018): 1840007. http://dx.doi.org/10.1142/s0219519418400079.

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Physiological loads are non-axisymmetric and can lead to interstitial bone fluid flow, particularly in osteon. According to research, interstitial bone fluid flow plays a key role in bone mechanotransduction. To evaluate the poroelastic responses of a non-axisymmetric loaded osteon, this paper presents a finite element osteon model that is bulit by using the Comsol Multiphysics software. Obtained results show that under the same loading amplitude, the generated pressure and velocity amplitudes in the axial compression loading case are the largest, followed by that in the compressive bending lo
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Micelli, Francesco, Alessio Cascardi, and Maria Antonietta Aiello. "Pre-Load Effect on CFRP-Confinement of Concrete Columns: Experimental and Theoretical Study." Crystals 11, no. 2 (2021): 177. http://dx.doi.org/10.3390/cryst11020177.

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The axial compression strength of concrete columns has been proved to be significantly enhanced by external confinement. In this perspective, the use of Fiber-Reinforced Polymers (FRPs) has been extensively studied. In practical applications, the FRP-confinement is installed on loaded columns, which can already be significantly deformed, while theoretical models neglect this aspect. This paper concerns a new experimental investigation on the possibility that a pre-existing axial load affects the FRP-confinement of concrete. The research program also aimed at the development of a new analysis-o
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AL-Bukhaiti, Khalil, Liu Yanhui, Zhao Shichun, et al. "Effect of the axial load on the dynamic response of the wrapped CFRP reinforced concrete column under the asymmetrical lateral impact load." PLOS ONE 18, no. 6 (2023): e0284238. http://dx.doi.org/10.1371/journal.pone.0284238.

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This study investigated the impact of axial load on the dynamic response of reinforced concrete (RC) members to asymmetrical lateral impact loads. A series of asymmetrical-span impact tests were conducted on circular and square RC members with and without Carbon Fiber Reinforced Polymers (CFRP) while varying the axial compression ratios. The impact process was simulated using ABAQUS software, and the time history curves of deflection and impact were measured. The study found that specific impact loads caused bending and shearing failures. The axial compression ratio ranged from 0.05 to 0.13 wh
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Abdulkhudhur, Raad, Mohammed Elwi, and Hussein Al-Quraishi. "Axial Compression Behavior of Concrete-Encased CFST Columns." Civil Engineering Journal 11, no. 6 (2025): 2255–66. https://doi.org/10.28991/cej-2025-011-06-05.

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Composite construction known as concrete-encased CFST is an outer covering of concrete surrounding a steel tube filled with concrete. It is employed as a structural member in multi-story buildings, large structures, bridges, and underground subway systems. Most of the literature deals with steel tubes filled with core concrete or concrete-encased steel tubes filled with core concrete with main reinforcement, but in the present study, CFST is used as conventional reinforcement. Therefore, five concrete-encased CFST columns and one normal reinforced concrete column were loaded axially. Variables
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Cao, Ying Chun, Ming Liu, Yuan Qing Wang, and Yan Nian Zhang. "Reliability Assessment under Combinations of Snow Load Effect: The Lightweight Steel Structures with Gabled Frames and Components Designs." Applied Mechanics and Materials 166-169 (May 2012): 1954–57. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1954.

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Purpose: to assess reliability factor of Gable Framed Lightweight Steel Structural and Components, under combination of load effect of permanent loads and snow loads. Method: JC method is adopted in the calculations. From reliability of geometrical meaning, transform the solving of reliability problem into the finding of minimum constraints, and calculate reliability indicators by using a non-linear programming called ‘Lingo’ software. Results: based on dead load plus snow load, and combination of dead load plus snow load and wind load, to calculate reliability indicator of structural componen
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Dissertations / Theses on the topic "Axial compression loads"

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Rupp, John F. "MODELING OF STEEL-JACKETED REINFORCED CONCRETE UNDER AXIAL COMPRESSIVE LOADS." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1330615432.

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England, Melvin Gerrard. "A pile behaviour model." Thesis, Imperial College London, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.311976.

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Jamaluddin, Norwati. "Behaviour of elliptical concrete-filled steel tube (CFT) columns under axial compression load." Thesis, University of Leeds, 2011. http://etheses.whiterose.ac.uk/11322/.

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This thesis describes a research of the behaviour of the elliptical CFT columns under axial loading. The most substantial part of this research is experimental works conducted on twenty-seven specimens including the hollow stub columns as references. Parameters such as slenderness ratio, uni-axial compressive strength of concrete infill and the aspect ratio were considered to investigate their influence on the behaviour on these columns. The results presented are the first member buckling tests on elliptical CFT columns. Keys results from the tests have been presented and discussed. Parallel w
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Garcia, Jean Rodrigo 1980. "Estudo do comportamento carga VS recalque de estacas raiz carregadas a compressão." [s.n.], 2006. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258763.

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Orientador: Paulo Jose Rocha de Albuquerque<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-09T00:23:04Z (GMT). No. of bitstreams: 1 Garcia_JeanRodrigo_M.pdf: 20549074 bytes, checksum: f2026225c4a01801d604ae04aad3497a (MD5) Previous issue date: 2006<br>Resumo: Nesta pesquisa analisa-se o comportamento da curva carga vs recalque de estaca isolada carregada à compressão, através do emprego de métodos de previsão. Foram ensaiadas duas estacas raiz, uma com 23m de comprimento e 31cm de di
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Langle, Frédéric. "Contribution à l'élaboration de design de substitution en similitude indirecte sur modèles réduits : application à l'étude du comportement en collision des absorbeurs axiaux." Valenciennes, 1997. https://ged.uphf.fr/nuxeo/site/esupversions/ada00313-2944-431c-9aa0-8bbd91c168be.

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La conception d'un véhicule ferroviaire doit intégrer des critères de dimensionnement à la collision. Il existe de nombreux outils de calculs numériques qui permettent de réaliser des simulations du comportement au choc des structures. Mais ces modèles numériques doivent être validés par l'intermédiaire d'essais expérimentaux. La réalisation d'essais à l'échelle 1 nécessite des moyens considérables (infrastructure, cout du prototype) et ne peut être envisagée qu'en phase de validation finale. L’étude sur modèle réduit permet de contourner ce problème. Parmi toutes les techniques de similitude
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Wang, Tianjiao. "Feasibility for spinal muscles creating pure axial compressive load or follower load in the lumbar spine in 3-D postures." Diss., University of Iowa, 2015. https://ir.uiowa.edu/etd/1790.

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Previous in-vivo studies showed that compressive force acting on the spine may exceed 2600 N. However, the ligamentous lumbar spine becomes unstable when subjected to compressive loads less than 100 N. It is generally accepted that the ligamentous spine itself is unstable but can be stabilized by muscle forces (MFs) in vivo. Nevertheless, normal spinal muscle contraction patterns remain unknown. In recent in vitro studies, when the direction of the applied load was controlled along the spinal curvature so that the internal spinal load became perfect compressive follower loads (CFLs) at all lum
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Melo, Barbara Nardi. "Analise de provas de carga a compressão a luz do conceito de rigidez." [s.n.], 2009. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258764.

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Orientador: Paulo Jose Rocha de Albuquerque<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-13T04:04:46Z (GMT). No. of bitstreams: 1 Melo_BarbaraNardi_M.pdf: 6782464 bytes, checksum: 2db509605b90c7d9ce2ae5bbdafbb1c1 (MD5) Previous issue date: 2009<br>Resumo: A dificuldade de se atingir a ruptura dos elementos de fundação nos ensaios estáticos fez com que, ao longo de várias décadas, diversos métodos de extrapolação da curva carga vs recalque fossem sugeridos por inúmeros pesquisadores
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Borges, Ana Cláudia Leão. "Análise de pilares esbeltos de concreto armado solicitados a flexo-compressão oblíqua." Universidade de São Paulo, 1999. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06122017-144257/.

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Como conseqüência do atual desenvolvimento tecnológico dos materiais aço e concreto, várias pesquisas têm surgido com vistas a um melhor aproveitamento da capacidade desses dois materiais, exigindo um maior conhecimento sobre o comportamento dos elementos, inclusive sobre sua vulnerabilidade a estados limites últimos. Sendo a instabilidade um estado limite último possível de ocorrer em configurações de equilíbrio de peças de concreto armado submetidas a determinadas solicitações normais, seu estudo torna-se fundamental para que seja possível propor soluções estruturais seguras e economicamente
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McFall, Bruce Daniel. "The Effects of Multi-Axial Loading on Adhesive Joints." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1515074800550415.

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Ranawaka, Thanuja. "Distortional buckling behaviour of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2006. https://eprints.qut.edu.au/16417/6/Thanuja_Ranawaka_Thesis.pdf.

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In recent times, light gauge cold-formed steel sections have been used extensively in residential, industrial and commercial buildings as primary load bearing structural components. This is because cold-formed steel sections have a very high strength to weight ratio compared with thicker hot-rolled steel sections, and their manufacturing process is simple and cost-effective. However, these members are susceptible to various buckling modes including local and distortional buckling and their ultimate strength behaviour is governed by these buckling modes. Fire safety design of building st
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Books on the topic "Axial compression loads"

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Gur, J. Ari. Experimental studies with metal plates subjected to inplane axial impact. Technion Israel Institute of Technology, 1985.

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Tennyson, Roderick C. Buckling of composite cylinders under axial compression. Elsevier, 1987.

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Tennyson, Roderick C. Buckling of imperfect sandwich cylinders under axial compression. [s.n.], 1990.

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Cheung, E. W. Buckling of composite sandwich cylinders under axial compression. Elsevier Science Publishers, 1988.

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Cheung, Eric Waihon. Buckling of composite sandwich cylinders under axial compression. Dept. of Aerospace Science and Engineering, University of Toronto, 1988.

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United States. National Aeronautics and Space Administration., ed. Axisymmetric deformations and stresses of unsymmetrically laminated composite cylinders in axial compression with thermally-induced preloading effects. Carderock Division, Naval Surface Warfare Center, 1993.

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Sun, Guojun. Optimal design of laminated-composite circular-cylindrical shells subjected to combined loads. American Society of Mechanical Engineers, 1988.

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Paul, J. Analysis and repair of impact damaged composites (U). Aeronautical Research Laboratory, 1989.

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Ginder, John. A new look at the analytical problem of the buckling of anisotropic circular cylindrical shells under axial compresssion. Dept. of Aerospace Science and Engineering, 1987.

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W, Tam C. K., and United States. National Aeronautics and Space Administration., eds. Numerical simulation of the generation of axisymmetric mode jet screech tones. American Institute of Aeronautics and Astronautics, 1998.

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Book chapters on the topic "Axial compression loads"

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Krasovsky, Vasiliy L. "Features of Deformation of Smooth and Stringer Cylindrical Shells at Axial Compression and Statistical Properties of Their Critical Loads." In Advanced Structured Materials. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-92234-8_22.

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Naveen Raj, R., and K. Shankar. "Using a Coupled MDOF Biodynamic Model to Study the Effect of Curvature of Spine on Lumbar Spine Compression Under Axial Loads." In Biomedical Engineering and Computational Intelligence. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-21726-6_6.

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Schaeffner, Maximilian, Christopher M. Gehb, Robert Feldmann, and Tobias Melz. "Forward vs. Bayesian Inference Parameter Calibration: Two Approaches for Non-deterministic Parameter Calibration of a Beam-Column Model." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77256-7_15.

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AbstractMathematical models are commonly used to predict the dynamic behavior of mechanical structures or to synthesize controllers for active systems. Calibrating the model parameters to experimental data is crucial to achieve reliable and adequate model predictions. However, the experimental dynamic behavior is uncertain due to variations in component properties, assembly and mounting. Therefore, uncertainty in the model parameters can be considered in a non-deterministic calibration. In this paper, we compare two approaches for a non-deterministic parameter calibration, which both consider
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Polienko, Wladislaw, and Klaus Holschemacher. "Influences of the Effectiveness of a Column Confinement with Textile Reinforced Concrete (TRC)." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_51.

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AbstractIn the present paper the results of uniaxial compression tests conducted on textile reinforced concrete (TRC)—confined reinforced concrete (RC) columns are reported. By confining the column with TRC, the lateral expansion of the concrete can be impeded. The resulting multiaxial compressive stress state allows to enhance the components axial capacity. Due to the corrosion-resistant textile, the usual concrete cover in reinforced concrete construction is reduced, which allows slender but at the same time highly load-bearing components to be created. Consequently TRC provides a sustainabl
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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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Zhang, Jianxun, Pengchong Zhang, Huicun Song, and Lei Zhu. "Transverse Vibration Characteristics of Clamped-Elastic Pinned Beam Under Compressive Axial Loads." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_47.

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AbstractBased on the Bernoulli–Euler theory, the vibration characteristics of a clamped-elastic pinned beam under the elastic constraint and the compressive axial loads are derived and verified by finite element method. The results of examples show that the natural frequency of the beam decreases with loads increase and the frequency increases with the increase of the elastic constraint stiffness. When the constraint stiffness increases from 104 to 108 N/m, the first-order natural frequency becomes 4.24 times, the second-order natural frequency becomes 2.19 times, and the third-order natural f
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Prabhakar, Srijan, D. Ravi Kumar, and S. Aravindan. "Numerical and Experimental Investigation of Multi-axial Forging of AA6082 Alloy." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-58006-2_3.

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AbstractMulti-axial forging is a useful technique for producing ultrafine-grained structures in bulk materials by means of severe plastic deformation. The workpiece is subjected to a specific plastic strain in the multi-axial forging process by repeatedly upsetting along all three axes by rotating the sample by 90° between the two passes; this leads to the accumulation of a large plastic strain in the material. The shape of the product does not change, as equal compressive strain is applied in all directions. Severe plastic deformation methods such as multi-axial forging can be used for produc
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Wei, Chang Jia, Ong Zhen Liang, and Ehsan Nikbakht Jarghouyeh. "Experimental Investigation of Effectiveness of FRP Composite Repair System on Offshore Pipelines Subjected to Pitting Corrosion Under Axial Compressive Load." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_17.

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AbstractThe application of FRP composite is quite well demonstrated in strengthening on RC structures but on strengthening of steel structures is still being investigated by many researchers. The aggressive marine environment can cause corrosion to the offshore pipelines which would affect the structural performance such as pitting corrosion which could be considered as the most destructive corrosion was simulated in this research. This study had attempted to carry out experimental investigation of effectiveness of FRP composite repair system on offshore pipelines subjected to pitting corrosio
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Liew, K. M., C. H. Wong, Ming Jen Tan, and P. D. Chuang. "Non-Twisted and Twisted CNT Bundles under Axial Tensile and Compressive Loads." In Solid State Phenomena. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/3-908451-30-2.1415.

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Li, Xiaolin, Wei Yin, Hao Chen, Gang Sun, and Lixia Wang. "Study on AE Detection Signal of Composite Barrel Under Axial Compression Failure Load." In Springer Proceedings in Physics. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9837-1_39.

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Conference papers on the topic "Axial compression loads"

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Liu, Qingsheng, Zhongyuan Qu, Xiaoya Liu, Jiawei He, and Gang Wang. "Axial Cyclic Behavior of Unbonded Flexible Riser Under Cyclic Axial Loads." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-123115.

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Abstract Unbonded flexible risers consist of several helical and cylindrical layers, which can undergo large bending deformation and can be installed to different configurations to adapt harsh marine environment, thus can be applied to transport oil and gas resources from Ultra Deep Waters (UDW). The special construction of the structure results the complicated cross-sectional properties and has always been the research hotspot in the field of ocean engineering, and the structural behavior under long-term marine loads is the research challenges. In this paper, different from the previous studi
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Jin, Shan, Shuai Yuan, and Yong Bai. "Collapse of Tubes Under Combined Bending and Axial Compression Loads." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77458.

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In practical application, pipelines will inevitably experience bending and compression during manufacture, transportation and offshore installation. The mechanical behavior of tubes under combined axial compression and bending loads is investigated using experiments and finite element method in this paper. Tubes with D/t ratios in the range of 40 and 97 are adopted in the experiments. Then, the ultimate loads and the local buckling modes of tubes are studied. The commercial software ABAQUS is used to build FE models to simulate the load-shortening responses of tubes under combined loads. The r
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Anwar, Taha, Rocky Taylor, and Jungyong Wang. "Effect of Axial Compression on Flexural Strength of Freshwater Ice." In ASME 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/omae2023-104638.

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Abstract In the design of bridges, wind turbine towers, offshore structures and ice-class ships for operations in ice-prone regions, sloped structures may be employed to promote flexural failure of level ice to reduce loads on the structure. During such interactions, the ice sheet does not fail in pure bending since a component of the applied force at the sloped interface results in an axial load that induces a compressive stress in the ice. The net effect of this axial component is that the corresponding compressive stresses balance with flexure-induced tensile stresses in the outmost fibres
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Blachut, J., A. Muc, and J. Rys´. "Plastic Buckling of Cones Subjected to Axial Compression and External Pressure." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57618.

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The paper provides details about buckling tests on six steel cones and the corresponding numerical estimates of failure load (asymmetric bifurcation and/or collapse). Test models were machined from 250 mm billet. The wall thickness was 2 mm, small-end radius was 74.0 mm and the large radius end was 100 mm. The semi-cone angle was 14 deg. Cones had substantial, and integral top and bottom flanges. Experimental failure loads were obtained for: (i) the first two cones subjected to axial compression, (ii) subsequent two cones subjected to external pressure, and (iii) the remaining two models subje
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Jiao, Peng, Zhiping Chen, He Ma, et al. "Buckling Test of Thin-Walled Metallic Cylindrical Shells Under Locally Distributed Axial Compression Loads." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21326.

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Abstract Thin-walled cylindrical shell structure not only shows the highly efficient load carrying capacity but also is vulnerable to buckling instability failure. In practical application, these structures are more easily subjected to locally distributed axial compression load, which is a more common non-uniform loading case. However, until now, the buckling behaviors of thin-walled cylindrical shells under this kind of loading case are still unclear, and there are also few relevant buckling experiments. In order to fill this research gap as well as reveal the relevant failure mechanism of th
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Dale, Travis, Yuvraj Singh, Ian Bernander, et al. "Fatigue Life of Sn3.0Ag0.5Cu Solder Alloys Under Combined Shear and Compressive Loads." In ASME 2019 International Technical Conference and Exhibition on Packaging and Integration of Electronic and Photonic Microsystems. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/ipack2019-6507.

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Abstract Solder joints in electronic assemblies experience damage due to cyclic thermomechanical loading that eventually leads to fatigue fracture and electrical failure. While solder joints in smaller, die-sized area-array packages largely experience shear fatigue due to thermal expansion mismatch between the component and the substrate, larger area-array packages experience a combination of cyclic shear and axial tensile/compressive loads due to flexure of the substrate. Additionally, on larger processor packages, the attachment of heatsinks further exacerbates the imposed axial loads, as do
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Khazaeinejad, P., M. M. Najafizadeh, J. Jenabi, and M. R. Isvandzibaei. "On the Buckling of Functionally Graded Cylindrical Shells Under Combined External Pressure and Axial Compression." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77453.

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The stability problem of a circular cylindrical shell composed of functionally graded materials with Young’s modulus varying continuously in the thickness direction under combined lateral pressure and axial compression loads is studied in this paper. The formulation is based on the first order shear deformation theory. A load interaction parameter is defined to express the combination of applied axial compression and external pressure. The stability equations are derived by the adjacent equilibrium criterion method. These equations are employed to analyze the buckling behavior and obtain the c
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Lu, James, Barry Millet, Kenneth Kirkpatrick, Bryan Mosher, and Jacob Hundl. "Large Openings on Cylindrical Shell Subject to Axial Compression." In ASME 2024 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/pvp2024-122532.

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Abstract Vertical vessels experience axial compression due to equipment dead weights, vessel contents and environmental loads. ASME BPVC Section VIII Division 2, Paragraph 4.5.17 provides rules for reinforcement of openings in cylindrical and conical vessels subject to axial compression. The rules outlined in the Code only apply to openings not exceeding 25% of the vessel diameter or 80% of the stiffening ring spacing. Openings exceeding these limits are required to be designed by analysis per Section VIII Division 2, Part 5. The rules in Part 4 of Section VIII Division 2 are quite restrictive
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Shirazi-Adl, A., and M. Parnianpour. "Response of the Lumbar Spine in Large Compression Loads: Effect of Load Distribution in Neutral Postures." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0315.

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Abstract During various daily activities, the gravity as well as external compression loads are transmitted to the pelvis via the lumbar spine. A major portion of this load, accounting for the upper body, is applied on the L1 while the remaining portion is transferred directly through lower lumbar vertebrae L2 to L5. This latter accounts for the gravity and local muscle activities at the lumbar level. The more physiological application of the load distributed at all vertebral levels and not concentrated only at the most proximal one has been demonstrated to markedly stabilize the spine in axia
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Tørnes, Knut, Ruairi Nestor, Kristian Thuen, John Picksley, Adrian Connaire, and Bård Owe Bakken. "Axial Stiffness and Expansion Behaviour of a Flexible Flowline for Various Extents of Axial Restraint When Subject to Pressure and Thermal Loads." In ASME 2022 41st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/omae2022-79008.

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Abstract The conditions to which flexible pipes are being exposed are becoming increasingly severe. In particular, flexible flowlines that are fully or partially restrained by back fill or rock cover can become exposed to large axial compression forces under pressure and temperature loading. A high True axial compression force may lead to a radial outward displacement of the tensile armour which could eventually exceed the allowable limits of API spec 17J if the axial force exceeds a critical level. Furthermore, when the net Effective axial compressive pipe force exceeds a critical level, the
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Reports on the topic "Axial compression loads"

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Author, Unknown. PR-203-027-R01 Evaluation of Screen Testing Program for J-Lay Connections. Pipeline Research Council International, Inc. (PRCI), 1992. http://dx.doi.org/10.55274/r0012125.

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This report discusses the results of a testing program designed to simulate the operational conditions imposed on a J-lay installed, 13%" subsea pipeline assembled with mechanical connections. The program objective was to gain an understanding of the long-term sealing integrity of various mechanical connections. The connections were subjected to combinations of cyclic internal pressure, cyclic temperature, axial compression, and reverse torsion. The testing results show that the mechanically interlocked Reflange C-Con II connection and two premium threaded connections, the Hunting Fox and Sumi
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Mohr, H. O. PR-209-9217-R01 Mechanical Connections for J-lay. Pipeline Research Council International, Inc. (PRCI), 1994. http://dx.doi.org/10.55274/r0012126.

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This report discusses the results of a testing program designed to simulate the operational conditions imposed on a J-lay installed, 13%" subsea pipeline assembled with mechanical connections. The program objective was to gain an understanding of the long-term sealing integrity of various mechanical connections. The connections were subjected to combinations of cyclic internal pressure, cyclic temperature, axial compression, and reverse torsion. The testing results show that the mechanically interlocked Reflange C-Con II connection and two premium threaded connections, the Hunting Fox and Sumi
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Guo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu, and Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.076.

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Graville, B. A. L51707 Factors Affecting Heat Affected Zone Root Strains in Pipeline Girth Welds and Repairs. Pipeline Research Council International, Inc. (PRCI), 1993. http://dx.doi.org/10.55274/r0010219.

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A previous study on hydrogen cracking in the heat affected zone of pipeline girth welds and repairs found that large strains in the HAZ transverse to the weld played a major role in causing cracking. Large transverse strains were believed to arise from bending of the weld due to the thermal contraction of the weld around the pipe circumference. Large root strains were simulated in the laboratory using a bend test which enabled the effect of material composition and strength to be studied. In the bend test, the specimen deflection at the onset of cracking, indicated by a drop in load, was used
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INTERFACE SHEAR DEMAND AND DESIGN OF PARTIALLY CONCRETE-FILLED STEEL TUBULAR COLUMNS WITH TRANSVERSE DIAPHRAGMS. The Hong Kong Institute of Steel Construction, 2024. https://doi.org/10.18057/ijasc.2024.20.4.3.

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A partially concrete-filled steel tubular (CFST) column is formed by partially filling a steel hollow section (SHS) with concrete, its interface shear demand between the infilled concrete and steel tube is important in design but not usually considered. In this work, a refined finite element (FE) model of circular partially CFST columns with transverse diaphragms was established, followed by parameter analysis of the behavior under the combined axial compression and lateral loads. The main variables included the concrete filling ratio, axial compression ratio, diameter-to-thickness ratio of st
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EFFICIENCY OF DIFFERENT CONNECTIONS ON THE BEHAVIOUR OF COLD-FORMED SINGLE-ANGLE STEEL MEMBERS CONNECTED THROUGH ONE LEGUNDER AXIAL LOADING. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.10.

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A detailed experimental program was performed using 36 cold-formed steel (CFS) single-angle column members attached by one leg was investigated subjected to axial compression loads. The key purpose of this research is to investigate the effect of slenderness ratio and different connection types on the load-carrying capacity of CFS angle sections under axial compression. The parameters investigated via the test program includes (a) angle sections with and without lipped profile, (b) sectional thicknesses (2 mm and 3mm), (c) slenderness ratios (λ = 20, 50, 80) from short to slender columns, and
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STUDY ON BENDING PERFORMANCE AND LOAD-CARRYING CAPACITY OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL WITH NEW SPRAYER JOINT. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.1.3.

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The bending stiffness of joints is a critical factor that impacts the bearing capacity of large-span spatial reticulated shell structures. To address the issue of relatively low bending stiffness of traditional socket joints, a novel type of sprayer joint is introduced in this study. Initially, the bending performance of the socket joint is validated, leading to the proposal of the sprayer joint. Then, a refined finite element model is established to investigate the bending performance of the sprayer joints with varying surrounding bolt radii under axial tension and compression loads. Subseque
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EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF TWO-STORY COMPOSITE COLD-FORMED THIN-WALL STEEL EXTERIOR WALL. The Hong Kong Institute of Steel Construction, 2024. https://doi.org/10.18057/ijasc.2025.21.2.8.

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This study investigates the shear performance of composite cold-formed thin-wall steel walls, particularly in two-story configurations. 9 test groups with varying axial compression and anchor bolt types were examined. Results show that, compared to single-story walls, the two-story walls exhibit lower energy dissipation and ductility, with floor joints being the weak link under cyclic loading. Out-of-plane instability and buckling failure often occur at the floor joint, which is critical to maintaining wall strength. The inter-layer tension bar has little effect on enhancing shear capacity. As
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BEHAVIOUR OF LOCALLY DAMAGED Q355 STEEL EQUAL ANGLES SUBJECTED TO COMPRESSION. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.3.7.

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Steel angles in transmission towers may experience corrosion in the service life due to bad exposure conditions. However, limited experimental results are available about the remaining load capacity of corroded steel angles in compression at present. This paper presents experimental tests, numerical simulations and design method of steel angles with local damages at the mid-height or end induced by corrosion. Five groups of steel angles with different depths of local damages at different locations were tested under axial compression in the experimental programme, and the load capacity and fail
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ANALYSIS AND DESIGN OF AXIALLY LOADED SQUARE CFST COLUMN TO RC BEAM JOINTS STIFFENED BY DIAGONAL RIBS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.6.

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This work proposes a partially through-beam joint system to connect square concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) beams. In the system, the holes in the steel tube allow longitudinal beam reinforcements to be continuous through the joint zone to achieve direct load-transfer of the beam, and the square steel tube with holes is strengthened by welding diagonal ribs located at the corners of the steel tube. Finite element (FE) analyses on joints with RC beams were carried out based on verified models. The analysis results showed that diagonal ribs welded to the
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