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Efficient finite element modeling of WT sections subjected to uniaxial tensionNukala, Ramanand. January 2001 (has links)
Thesis (M.S.)--West Virginia University, 2001. / Title from document title page. Document formatted into pages; contains vii, [90] p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 62-63).
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Behavior of bolted beam-to-column T-stub connections under cyclic loadingSmallidge, Jeffrey M. 05 1900 (has links)
No description available.
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Opioid ligands and receptors of the joint /Bergström, Jonas, January 2006 (has links)
Diss. (sammanfattning) Stockholm : Karol. inst., 2006. / Härtill 4 uppsatser.
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The development of embedded sensors to assess the fatigue response of adhesive joints in marine environmentsMcGovern, Scott. January 2007 (has links)
Thesis (Ph.D.)--University of Wollongong, 2007. / Typescript. Includes bibliographical references.
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Studies of microwaves applications for adhesive, weld joint and NDT techniqueSiu, Frederick Y. K. January 2007 (has links)
Thesis (MEng) - Swinburne University of Technology, Industrial Research Institute Swinburne - 2007. / A thesis submitted for fulfillment of the requirement for the degree of Master of Engineering, Industrial Research Institute, Swinburne University of Technology - 2007. Typescript. Includes bibliographical references (p. 168-193).
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Fracture path transitions in peels tests of medium carbon steel spot welds /Halley, William G., January 1994 (has links)
Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 138-141). Also available via the Internet.
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Fire performance of connections in laminated veneer lumber : fire engineering research thesis : a research thesis presented to University of Canterbury in fulfilment of the thesis requirement for the degree of Master of Engineering (Fire) /Chuo, Terence Chung Biau. January 1900 (has links)
Thesis (M.E.F.E.)--University of Canterbury, 2007. / Typescript (photocopy). "February 2007." Includes bibliographical references (p. 129-133). Also available via the World Wide Web.
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Effects of Temperature and Creep on the Clamp-up Load in Hybrid Metal to Composite Bolted JointsFernandez, Mauricio January 2008 (has links) (PDF)
No description available.
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The transmission of forces through animal jointsGreenwald, A. Seth January 1970 (has links)
No description available.
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A model for the time dependent behaviour of rock jointsCamp, Nicholas Julian January 1989 (has links)
This thesis is a theoretical investigation into the time-dependent behaviour of rock joints. Much of the research work that has been conducted to date in the area of finite element analysis has been involved with the development of special elements to deal with these discontinuities. A comprehensive literature survey is undertaken highlighting some of the significant contributions to the modelling of joints. It is then shown how internal variables can be used to model discontinuities in the rock mass. A finite element formulation is described resulting in a system of equations which can easily be adapted to cope with various constitutive behaviours on the discontinuities. In particular, a viscoplastic relationship; which uses a homogeneous, hyperbolic yield function is adopted. The viscoplastic relationship can be used for both time-dependent (creep) or quasi-static (elasto-plastic) problems. Time-dependent behaviour requires a time integration scheme and therefore a generalised explicit/implicit scheme is chosen. The resulting numerical algorithms are all implemented in the finite element program, NOSTRUM. Various examples are presented to illustrate certain features of both the formulation and the numerical algorithm. Jointed rock beams and a jointed infinite rock mass are modelled assuming plane strain conditions. Reasons are proposed to explain the predicted behaviour. The results of the analysis shows that the internal variable formulation successfully models time-dependent joint movements in a continuous media. The method gives good, qualitative results which agree with observations in deep level mines. It is recommended that quantitative mine observations be used to calibrate the model so that usable predictions of joint movement can be made. This would enable any new developments to be implemented in the model. Further work on implicit methods might allow greater modelling flexibility by reducing computer run times.
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