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Dissertations / Theses on the topic 'Axial compression loads'

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Published: 4 June 2021

Last updated: 27 July 2025

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

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

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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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12

Heva, Yasintha Bandula. "Behaviour and design of cold-formed steel compression members at elevated termperatures." Queensland University of Technology, 2009. http://eprints.qut.edu.au/29310/.

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Cold-formed steel members have been widely used in residential, industrial and commercial buildings as primary load bearing structural elements and non-load bearing structural elements (partitions) due to their advantages such as higher strength to weight ratio over the other structural materials such as hot-rolled steel, timber and concrete. Cold-formed steel members are often made from thin steel sheets and hence they are more susceptible to various buckling modes. Generally short columns are susceptible to local or distortional buckling while long columns to flexural or flexural-torsional b

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13

Heva, Yasintha Bandula. "Behaviour and design of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/29310/1/Yasintha_Heva_Thesis.pdf.

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Cold-formed steel members have been widely used in residential, industrial and commercial buildings as primary load bearing structural elements and non-load bearing structural elements (partitions) due to their advantages such as higher strength to weight ratio over the other structural materials such as hot-rolled steel, timber and concrete. Cold-formed steel members are often made from thin steel sheets and hence they are more susceptible to various buckling modes. Generally short columns are susceptible to local or distortional buckling while long columns to flexural or flexural-torsional b

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14

Dareeju, Biyanvilage. "Performance evaluation of unsaturated rail track foundations under cyclic moving wheel load." Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/102697/4/Biyanvilage%2520Sampath%2520Sri%2520Sameera_Dareeju_Thesis.pdf.

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This thesis developed an alternative laboratory element testing method to evaluate the response of the unsaturated soils of rail track foundations under repeated moving wheel loadings. The novel laboratory testing method is more capable of producing the realistic strength-deformation characteristics of the unsaturated soils with the effects of principal stress axis rotation (PSAR), which can be used to redesign the conservative rail track guidelines.

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15

Jayakody, Arachchige Shiran Pradeep. "Investigation on characteristics and performance of recycled concrete aggregates as granular materials for unbound pavements." Thesis, Queensland University of Technology, 2014. https://eprints.qut.edu.au/78131/1/Shiran%20Pradeep_Jayakody%20Arachchige_Thesis.pdf.

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This research was a step forward in investigating the characteristics of recycled concrete aggregates to use as an unbound pavement material. The results present the guidelines for successfully application of recycled concrete aggregates in high traffic volume roads. Outcomes of the research create more economical and environmental benefits through reducing the depletion of natural resources and effectively manage the generated concrete waste before disposal as land fill.

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16

Conti, Claudio. "Small-scale physical modelling of piled foundations for offshore wind turbines application." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019.

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Nowadays, finding alternative energy sources is becoming more and more important. Europe is particularly focusing on wind energy and in offshore wind energy especially. An issue concerning offshore wind energy which is gaining more and more attention is the noise emissions due to impact driven pile foundation. The noise caused by the installation process has been judged as “potentially dangerous for marine fauna” from the German Authorities. This research thesis is part of a project which examines a viable alternative installation method for the displacement of pile foundations for offshore w

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17

Bajracharya, Neelam. "Cold-bonded lightweight aggregate concrete-filled steel tubular stub column under axial compression." Thesis, 2017. http://hdl.handle.net/1959.7/uws:44016.

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Consumption of concrete as a construction material is ever growing and billions of tonnes of concrete are consumed in the world annually. Concrete manufacturing requires a large amount of aggregates of which the volumetric fraction normally ranges from 60% to 80%. By far the most widely used aggregates for concrete are natural minerals, including river sand, quarry sand, limestone, gravel, basalt and granite. Alarmingly, growing consumption of concrete is depleting the natural resources of these aggregates, and consequently the sustainability of the environment is threatened. Therefore, suitab

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18

Therdphithakvanij, Pholdej. "Ultimate strength of AL-6XN stainless steel plates and box columns under axial compression and shear loads /." Diss., 2005. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3188508.

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19

PENG, HSIEN-EN, and 彭賢恩. "Analysis and Design of High Load Axial Compression Blades." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/30343838927871355948.

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碩士<br>逢甲大學<br>航太與系統工程學系<br>105<br>The reason why compression ratio of each level of axial-flow compressor can’t be too high is as follow: It is difficult to control air flow if hinder level pressure is much higher than previous level. However, higher compression ratio of each level will improve thrust of engines and reduce total number of compressor level. This indicate that engine length and weight may reduce while thrust-to-weight ratio enhance. Thus, increase compression ratio is the priority of designing compressor. This work is based on NASA Rotor 67, ANSYS 3D software of BladeGen and Bla

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20

Wisleder, Deric. "Spine mechanical response to static axial compression load : an MRI study in vivo." 1999. http://www.etda.libraries.psu.edu/theses/approved/WithheldIndex/ETD-14/index.html.

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21

Mei-YunHuang and 黃美雲. "Axial Compression and Energy Absorption Characteristics of Thin-Walled Cylinders under Impact Load." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/06029384636106509857.

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22

Wei-LunLiu and 劉濰綸. "Three-dimensional buckling analysis of functionally gradedmaterial sandwich plates under bi-axial compressive loads." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/74809962231429463766.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>101<br>Based on the Reissner mixed variational theorem (RMVT), finite rectangular layer methods (FRLMs) are developed for the three-dimensional (3D) linear buckling analysis of simply-supported, fiber-reinforced composite material (FRCM) and functionally graded material (FGM) sandwich plates subjected to bi-axial compressive loads. In this work, the material properties of the FGM layers are assumed to obey the power-law distributions of the volume fractions of the constituents through the thickness, and the plate is divided into a number of finite rectangular laye

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23

Dai, Xianghe, Dennis Lam, N. Jamaluddin, and J. Ye. "Numerical analysis of slender elliptical concrete filled columns under axial compression." 2014. http://hdl.handle.net/10454/5930.

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This paper presents a non-linear finite element model (FEM) used to predict the behaviour of slender concrete filled steel tubular (CFST) columns with elliptical hollow sections subjected to axial compression. The accuracy of the FEM was validated by comparing the numerical prediction against experimental observation of eighteen elliptical CFST columns which carefully chosen to represent typical sectional sizes and member slenderness. The adaptability to apply the current design rules provided in Eurocode 4 for circular and rectangular CFST columns to elliptical CFST columns were discussed. A

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24

Elfahal, Motaz M. "Size effect in normal and high-strength concrete cylinders subjected to static and dynamic axial compressive loads." 2003. http://etda.libraries.psu.edu/theses/approved/PSUonlyIndex/ETD-280/index.html.

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25

Cajada, João Carlos Atalaia. "Estabilização Química de Diferentes Solos com Adição de Fibras de Polipropileno." Master's thesis, 2017. http://hdl.handle.net/10316/82915.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>O crescimento populacional tem conduzido a um aumento da densidade de ocupação do solo, e consequentemente à construção em zonas constituídas por solos de fundação com fracas caraterísticas geotécnicas (nomeadamente reduzida capacidade resistente e elevada deformabilidade). Como resultado, tem-se assistido ao desenvolvimento de técnicas de reforço e melhoramento de solo. Uma dessas técnicas é o Deep Soil Mixing, caraterizada pelo melhoramento/estabilização química de um solo, sendo executa

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26

Wei-ChenLi and 李維宸. "Exact solutions for the stability and free vibration of sandwich piezoelectric plates with an embedded carbon nanotube-reinforced composite core and under bi-axial compressive loads." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/08707726510200501192.

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碩士<br>國立成功大學<br>土木工程學系<br>102<br>Exact three-dimensional (3D) stability and free vibration analyses of bi-axially loaded and simply-supported, sandwich piezoelectric plates with an embedded either functionally graded (FG) carbon nanotube-reinforced composite (CNTRC) core or multilayered fiber-reinforced composite (FRC) one are presented. Three different distributions of carbon nanotubes (CNTs) through the thickness of the CNTRC core, i.e., uniformly distributed and FG V-, rhombus- and X-type variations, are considered, and the effective material properties of the CNTRC core are estimated by th

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27

Ahmed, Mizan. "Experimental and Numerical Studies of Concrete-Filled Double Steel Tubular Columns." Thesis, 2020. https://vuir.vu.edu.au/40437/.

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Concrete-filled double steel tubular (CFDST) columns are high-performance composite columns, which have increasingly been used in high-rise composite buildings and bridges as well as in strengthening conventional concrete-filled steel tubular (CFST) columns. The additional confinement provided by the inner circular tube in CFDST columns considerably improves their strength and ductility compared to CFST columns. However, research studies on the behavior of CFDST columns have been very limited and no design rules are given in current design codes. This thesis presents experimental and numerical

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