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Relevant bibliographies by topics / Axial loads / Dissertations / Theses

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Dissertations / Theses on the topic 'Axial loads'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Knappett, Jonathan Adam. "Piled foundations in liquefiable soils : accounting for axial loads." Thesis, University of Cambridge, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.595853.

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2

Lund, Julie. "Buckling of cylindrical members with respect to axial loads." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for produktutvikling og materialer, 2014. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-26324.

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Managing technology and taking advantage of the opportunities to further development is essential to ensure increased hydrocarbon recovery and barrier security for upstream energy companies. Interwell is a well intervention company operating globally, with main competence in plug and straddle solutions with related setting, pulling and measurement tools. In many of Interwells product lines, cylindrical members and pipes are being exposed to axial compressive loads in both static and dynamic conditions. The purpose of this study was to increase the knowledge on how to facilitate full util

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3

Boggs, Thomas P. "Determination of axial load and support stiffness of continuous beams by vibration analysis." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-11102009-020304/.

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4

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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5

Paggett, Jon W. "Neutron diffraction study of load response and residual stresses in WC-(Ni/Co) composites." Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/4109.

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Thesis (Ph. D.)--University of Missouri-Columbia, 2005.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (May 25, 2006) Vita. Includes bibliographical references.

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6

Yun, Xiaoyou 1965. "Geomechanical behaviour of biaxially loaded rock." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=115913.

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The stress state at the boundary of any underground mine opening is that of plane stress. This planar state of stress can be simulated in laboratory by subjecting a cubic rock specimen to a biaxial loading condition. Thus, research on the behaviour of biaxially loaded rock is important for better understanding of the stability of mining fronts such as crown pillar skin, drift face or shaft floor.<br>The objective of this research is to study the geomechanical behaviour of biaxially loaded rock. Three rock types were selected, namely limestone, granite and sandstone.<br>The laboratory work was

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7

Alday, John Hane. "The correlation of randomness with high tip losses in an axial flow fan stage." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-11242009-020017/.

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8

Lam, Sze Yue. "Effects of axial load, shielding and shape on negative skin friction on piles /." View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20LAM.

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9

熊朝暉 and Zhaohui Xiong. "Reinforced concrete column behavior under cyclic loading." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B31243836.

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10

Xiong, Zhaohui. "Reinforced concrete column behavior under cyclic loading /." Hong Kong : University of Hong Kong, 2001. http://sunzi.lib.hku.hk/hkuto/record.jsp?B23530121.

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11

Lee, Chung-Sheng. "Modeling of FRP-jacketed RC columns subject to combined axial and lateral loads." Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2006. http://wwwlib.umi.com/cr/ucsd/fullcit?p3211782.

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Thesis (Ph. D.)--University of California, San Diego, 2006.<br>Title from first page of PDF file (viewed June 14, 2006). Available via ProQuest Digital Dissertations. Vita. Includes bibliographical references (p. 288-295).

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12

Fan, Jinsong. "Modeling of Lightly Confined Reinforced Concrete Columns Subjected to Lateral and Axial Loads." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1515132459608892.

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13

Yang, Yu-Wen. "Behavior of three-span braced columns with equal and unequal spans." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07292009-090428/.

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14

Yucel, Mustafa Can. "Structural Identification, Damage Detection By Non-destructive Tests And Determining Axial Loads In Cables." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12611278/index.pdf.

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Damage and condition identi&amp<br>#64257<br>cation of existing structures using non-destructive tests is a common challenge that has been worked on for a long time. In this study, two di&amp<br>#64256<br>erent methods were developed to &amp<br>#64257<br>nd existing force on cables as well as determine bending characteristics (EI coe&amp<br>#64259<br>cients) of beam like structures (such as bridges). Comparing forces in symmetrically placed cables or against values obtained from design drawings would indicate structural imbalance as well as &amp<br>#64257<br>nding EI coe&amp<br>#64259<br>cient

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15

Tsantrizos, Anthony. "Internal deformation and strain of human lumbar intervertebral discs subjected to multi-axial loads." Thesis, McGill University, 2005. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=86056.

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Morphological and clinical signs of lumbar intervertebral disc disruption are pronounced in the posterior and postero-lateral inner annulus fibrosus. The regional intervertebral disc predisposition to disruption suggests that intradiscal stresses and strains may also be region specific and possibly initiate the disruption. Quantitative data describing intradiscal deformations have been limited to the mid-sagittal plane using techniques that compromise the intervertebral disc integrity. No experimental study has quantified intradiscal strain patterns. The initial objectives of the presen

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16

Bulusu, Prashant. "Rolling contact fatigue predictions based on elastic-plastic finite element stress analysis and multiaxial fatigue /." abstract and full text PDF (free order & download UNR users only), 2006. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1437664.

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Thesis (M.S.)--University of Nevada, Reno, 2006.<br>"August, 2006." Includes bibliographical references (leaves 38-45). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2006]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web.

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17

Willis, C. R. "Design of unreinforced masonry walls for out-of-plane loading /." Title page, abstract and table of contents only, 2004. http://web4.library.adelaide.edu.au/theses/09PH/09phw7342.pdf.

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18

Juneja, Lokesh Kumar. "Multiaxial fatigue damage model for random amplitude loading histories." Thesis, Virginia Tech, 1992. http://hdl.handle.net/10919/41522.

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In spite of many multiaxial fatigue life prediction methods proposed over decades of research, no universally accepted approach yet exists. A multiaxial fatigue damage model developed for approximately proportional random amplitude loading is proposed in this study. A normal strain based analysis incorporating the multiaxial state of stress is conducted along a critical orientation assuming a constant strain ratio. The dominant deformation direction is chosen to be the critical orientation which is selected with the help of a principal strain histogram generated from the given multiaxial loadi

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19

Damaraju, Avinash Sharma. "Investigation on the Stability of Noncompact and Slender Concrete Filled Tubes Subjected to Axial Loads." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin151179557053975.

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20

Ryan, Keri Lynn Chopra Anil K. "Estimating the seismic response of base-isolated buildings including torsion, rocking, and axial-load effects /." Berkeley : Earthquake Engineering Research Center, University of California, 2005. http://nisee.berkeley.edu/elibrary/.

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Previously published as first author's thesis (Ph. D. in Engineering--University of California, Berkeley, 2004).<br>"June 2005." Includes bibliographical references. Also available as an electronic document from the Earthquake Engineering Online Archive Earthquake: http://nisee.berkeley.edu/elibrary.

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21

Rocca, Silvia. "Experimental and analytical evaluation of FRP-confined large size reinforced concrete columns." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.mst.edu/thesis/pdf/Rocca_09007dcc803bfaf5.pdf.

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Thesis (Ph. D.)--University of Missouri--Rolla, 2007.<br>Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed February 12, 2008) Includes bibliographical references.

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22

Wolfe, David R. "Delamination buckling, postbuckling, and growth in axially loaded beam-plates." Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/80114.

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The purpose of this study is to develop a simple one-dimensional model to analyze axially loaded beam-plates containing cracks which extend through the thickness of the beam-plates. Although the material analyzed is isotropic, these cracks will be referred to as delaminations. Buckling, postbuckling, and growth of delaminations in these beam-plates will be analyzed. A finite element method in which all of the terms of the stiffness matrices are obtained by exact integration is employed to determine the linear buckling load and postbuckling solution. The energy release rate is then determined u

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23

Shope, Ronald L. "Response of Wide Flange Steel Columns Subjected to Constant Axial Load and Lateral Blast Load." Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/29521.

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The response of wide flange steel columns subjected to constant axial loads and lateral blast loads was examined. The finite element program ABAQUS was used to model W8x40 sections with different slendernesses and boundary conditions. For the response calculations, a constant axial force was first applied to the column and the equilibrium state was determined. Next, a short duration, lateral blast load was applied and the response time history was calculated. Changes in displacement time histories and plastic hinge formations resulting from varying the axial load were examined. The cases

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24

Hussein, Amgad Ahmed. "Behaviour of high-strength concrete under biaxial loading conditions." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0008/MQ34188.pdf.

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25

Chau, Siu-lee. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B31997661.

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26

Xu, Xiangtao. "Investigation of the end bearing performance of displacement piles in sand." University of Western Australia. School of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0086.

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[Truncated abstract] The axial performance of piles in sand remains an area of great uncertainty in geotechnical engineering. Over the years, database studies have shown that the existing method for offshore piles (e.g. API 2000) is unreliable. There is therefore a clear need for an improved predictive method, which incorporates the state-ofthe- art understanding of the underlying controlling mechanisms. This Thesis is dedicated to address the factors influencing the end bearing performance of displacement piles in siliceous sand with a view to proposing and justifying an improved design formu

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27

Levy, Nina Hannah. "Modelling multi-directional behaviour of piles using energy principles." University of Western Australia. Dept. of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0211.

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The loads applied to pile foundations installed offshore vary greatly from those encountered onshore, with more substantial lateral and torsional loads. For combined axial and lateral loading the current design practice involves applying an axial load to a deep foundation and assessing the pile behaviour and then considering a lateral load separately. For the problem of an altering directions of lateral loads (e.g. due to changes in the wind directions acting on offshore wind turbines) a clear design procedure is not available. There is thus a need for a clearly established methodology to effe

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28

Chen, Wen. "Uniaxial behaviour of suction caissons in soft deposits in deepwater." University of Western Australia. School of Civil and Resource Engineering, 2005. http://theses.library.uwa.edu.au/adt-WU2005.0136.

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Suction caissons are a cost-effective alternative to traditional piles in deep to ultradeep waters. No design rule has been available on the axial capacity of suction caissons as part of the mooring system in soft sediments. In this research, a series of centrifuge tests were performed using instrumented model caissons, to investigate the axial capacity and radial stress changes around caissons during installation, consolidation and vertical pullout in normally consolidated, lightly overconsolidated and sensitive clays. Total pressure transducers instrumented on the caisson wall were calibrate

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29

Vedera, Kevin G. "An Experimental Methodology for Evaluating Power Losses of Rolling Element Bearings Subjected to Combined Radial and Axial Loads." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1522933829712819.

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30

Garner, Michael Paul. "Loading Rate Effects on Axial Pile Capacity in Clays." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2016.pdf.

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31

Chau, Siu-lee, and 周小梨. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31997661.

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32

Erdil, Baris. "Behavior Of Cfrp Confined Concrete Specimens Under Temperature Cycles And Sustained Loads." Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614137/index.pdf.

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The application of carbon fiber reinforced polymers (CFRP) is one of the effective retrofitting and strengthening methods that is used worldwide and is starting to be used in Turkey as well because they have high strength and high modulus in the fiber direction, have very low coefficient of thermal expansion when compared to concrete and steel and are known not to corrode. Since FRPs are lightweight, their mass can be neglected when compared to concrete and steel. However, before proposing this material as an alternative for strengthening and retrofitting applications their long-term behavio

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33

De, Luca Antonio. "Behavior of Full-Scale Reinforced Concrete Members with External Confinement or Internal Composite Reinforcement under Pure Axial Load." Scholarly Repository, 2009. http://scholarlyrepository.miami.edu/oa_dissertations/348.

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The need to satisfy aerospace industry's demand not met by traditional materials motivated researchers and scientists to look for new solutions. The answer was found in developing new material systems by combining together two or more constituents. Composites, also known as fiber reinforced polymers (FRP) consisting of a reinforcing phase (fibers) embedded into a matrix (polymer), offered several advantages with respect to conventional materials. High specific modulus and strength together with other beneficial properties, corrosion resistance and transparency to electrical and magnetic fields

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34

Aules, Wisam Amer. "Behavior of Non-Ductile Slender Reinforced Concrete Columns Retrofit by CFRP Under Cyclic Loading." PDXScholar, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4804.

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In the Middle East region and many countries in the world, older reinforced concrete (RC) columns are deemed to be weak in seismic resistance because of their low amount of reinforcement, low grades of concrete, and large spacing between the transverse reinforcement. The capacity of older RC columns that are also slender is further reduced due to the secondary moments. Appropriate retrofit techniques can improve the capacity and behavior of concrete members. In this study, externally bonded Carbon Fiber Reinforced Polymer (CFRP) retrofit technique was implemented to improve the behavior of RC

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35

Fridh, Jens. "Experimental Investigation of Performance, Flow Interactions and Rotor Forcing in Axial Partial Admission Turbines." Doctoral thesis, KTH, Kraft- och värmeteknologi, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-53699.

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The thesis comprises a collection of four papers with preceding summary and supplementary appendices. The core investigation solely is of experimental nature although reference and comparisons with numerical models will be addressed. The first admission stage in an industrial steam turbine is referred to as the control stage if partial admission is applied. In order to achieve high part load efficiency and a high control stage output it is routinely applied in industrial steam turbines used in combined heat and power plants which frequently operate at part load. The inlet flow is individually

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36

Schäffner, Maximilian Frederic [Verfasser], Tobias [Akademischer Betreuer] Melz, and Uwe [Akademischer Betreuer] Klingauf. "Quantification and evaluation of uncertainty in active buckling control of a beam-column subject to dynamic axial loads / Maximilian Frederic Schäffner ; Tobias Melz, Uwe Klingauf." Darmstadt : Universitäts- und Landesbibliothek Darmstadt, 2019. http://d-nb.info/1186258616/34.

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37

Hoffmann, Daniel E. "Ex Vivo Biomechanical Evaluation of the Canine Cranial Cruciate Ligament Deficient Stifle with Varying Angles of Stifle Joint Flexion and Axial Loads After Tibial Tuberosity Advancement." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243981690.

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38

Salim, Md Wadud. "Deformation and degradation aspects of ballast and constitutive modelling under cyclic loading." Access electronically, 2004. http://www.library.uow.edu.au/adt-NWU/public/adt-NWU20050215.114659/index.html.

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39

Carvalho, Jessica Pires de. "Avaliação da estabilidade inicial de implantes instalados em modelos ósseos suínos padronizados em posicionamentos ao nível ou infraósseos." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/58/58132/tde-26092016-145807/.

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A estabilidade primária é decorrente da adaptação mecânica imediata entre o osso e o implante após a sua inserção. O sucesso desta adaptação depende de fatores como a densidade e qualidade ósseas, tamanho, diâmetro, forma e rugosidade da superfície do implante. As cargas oclusais aplicadas sobre o implante podem afetar o osso circundante. Esse estudo teve como objetivo avaliar, comparativamente, a estabilidade inicial de implantes ósseo inseridos em cilindros de osso suíno padronizados, em diferentes posicionamentos ósseos, com e sem a aplicação de carga, por meio de análises de imagens tridim

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40

Schneider, James A. "Analysis of piezocone data for displacement pile design." University of Western Australia. School of Civil and Resource Engineeringd%695 Electronic theses, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0207.

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Due to the similarity between the geometry and full displacement installation method of a cone penetrometer and displacement pile, the axial capacity of displacement piles is often assessed using data from a cone penetration test (CPT). As there are many more factors influencing pile axial capacity than affecting CPT cone resistance, there are a wide range of CPT-based empirical design methods in use. These methods have various levels of predictive success, which usually depends upon the soil conditions, pile geometry, pile installation method, and time between installations and loading. An im

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41

Shamsai, Mohammad. "Prefabricated cage system for reinforcing concrete members." Columbus, Ohio : Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1141744526.

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42

Sorensen, Taylor J. "Reducing Thermal Bridging and Understanding Second-Order Effects in Concrete Sandwich Wall Panels." DigitalCommons@USU, 2019. https://digitalcommons.usu.edu/etd/7642.

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Structural engineers have traditionally detailed structures with structural and fabrication efficiency in mind, but often based on a limited understanding of thermal efficiency. Some connection designs can create significant thermal bridging, leading to unnecessary heat transfer and even premature degradation through condensation. Thermal bridging occurs when heat transfer is given a path through a more conductive material like concrete or steel rather than insulation. Concrete sandwich wall panels (SWP) tend to be highly efficient at preventing heat transfer in the middle of panels, with grea

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43

Orenes, Balaciart Salvador. "In Situ Characterization by Acoustic Emission and X-Ray μ-Computed-Tomography of the Effects of Temperature, Aging, and Multi-Axial Loads on Damage Onset in 3D Woven Organic Matrix Composites for Aeronautical Applications". Electronic Thesis or Diss., Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique, 2024. http://www.theses.fr/2024ESMA0010.

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Le domaine du génie aéronautique a connu des avancées considérables au cours des dernières décennies en science des matériaux. Les composites organiques tissés en trois dimensions à matrice de carbone (3DOMC) sont de plus en plus utilisés comme éléments de parties structurelles proches des moteurs d'avions et dans les pales de ventilateur de moteurs aéronautiques Ces matériaux sont donc sollicités pour fonctionner dans des gammes de haute performance, soumis à des sollicitations mécaniques multi-axiales à différentes températures et exposés à des cycles thermiques chaud/froid. Bien qu'il exist

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44

BONOPERA, Marco. "Axial load identifications in space frame systems." Doctoral thesis, Università degli studi di Ferrara, 2016. http://hdl.handle.net/11392/2403490.

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La dissertazione di dottorato propone in totale quattro procedure sperimentali non distruttive per la stima dei carichi assiali in travi prismatiche precompresse, telai spaziali regolari e strutture spaziali generiche composte da elementi trave snelli. La comparazione tra la forza assiale considerata nel progetto e quella stimata sperimentalmente può essere utilizzata per verificare le condizioni di sicurezza strutturali dell’intero sistema strutturale spaziale. Diversamente, con riferimento alle travi precompresse, la comparazione tra la forza applicata in fase progettuale e quella stimata sp

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45

Kim, Myoung-Ho. "Analysis of Osterberg and Statnamic axial load testing and conventional lateral load testing." [Gainesville, Fla.] : University of Florida, 2001. http://etd.fcla.edu/etd/uf/2001/anp1033/MASTER.pdf.

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Thesis (M.E.)--University of Florida, 2001.<br>Title from first page of PDF file. Document formatted into pages; contains xii, 165 p.; also contains graphics. Vita. Includes bibliographical references (p. 164).

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46

Butz, Travis M. "Tests on pultruded square tubes under eccentric axial load." Thesis, Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/21800.

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47

Lau, Hin Chung. "Development of a multi-axial load distribution measurement device." Thesis, University of Strathclyde, 2013. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=24966.

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Diabetic foot ulceration is a global health problem that often leads to amputation. While peripheral vascular disease and neuropathy are common risk factors for foot ulcers, excessive mechanical stress would directly cause the breakdown of plantar tissue. Once the skin is broken, many factors may contribute to defective healing and putting one at greater risk for ulceration. Clinical measurement of plantar pressure distribution, therefore, is commonly used to identify feet at risk of ulceration. However, plantar pressures are poor predictors and there is evidence that shear load is at least eq

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48

REBECCHI, Giovanni. "Beam axial load identification using one vibration mode shape." Doctoral thesis, Università degli studi di Ferrara, 2011. http://hdl.handle.net/11392/2388741.

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This doctoral dissertation presents an experimental procedure for the evaluation of the axial load of slender beams with any given boundary condition. The comparison between the design inner force and the experimental estimate can be used to obtain the structural safety assessment. This problem has generally been dealt with by means of a global structural analysis which may lead to ill posed inverse problems. Making use Euler-Bernoulli beam model, a dynamic method was recently proved to give unique values of the axial force and of the end rotational stiffness for a beam presenting rigid

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49

Usman, Irfan-ur-rab. "Rotary-axial spindle design for large load precision machining applications." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/30163.

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Normal stress electromagnetic actuators can be used as both an axial bearing and an in-feed motor in precision machine tool applications that require only millimeter-range axial stroke, such as silicon wafer face grinding or meso-machining. The rotary cutting stage may be integrated with the axially-feeding stage in a rotary-axial architecture. This typology allows the use of independent rotary and axial actuators acting on a single moving mass, rather than an axial actuator moving an entire rotary motor assembly in the feed direction as in typical machine tool architectures. Non-collocated re

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50

Mohammed, Abdul Waheed. "Effects of Axial Component of Prestress in Load Balancing Method." OpenSIUC, 2012. https://opensiuc.lib.siu.edu/theses/802.

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Post-Tensioned concrete structures can be analyzed using different methods. One of these methods is the load balancing method introduced by T. Y. Lin. This method, unlike conventional stress methods, assumes pre-stress as a form of loading that counteracts the dead loads, live loads and service loads. Basically, the prestressing force is resolved into vertical and horizontal components and then the structure is analyzed as an ordinary loaded structure. The aim of this study is to investigate the effect of horizontal component of prestressing force in frames of different lengths. The horizonta

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