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Material Modelling for Structural Analysis of PolyethyleneLiu, Hongtao 11 January 2007 (has links)
The purpose of this work was to develop a practical method for constitutive modelling of polyethylene, based on a phenomenological approach, which can be applied for structural analysis. Polyethylene (PE) is increasingly used as a structural material, for example in pipes installed by trenchless methods where relatively low stiffness of PE reduces the required installation forces, chemical inertness makes it applicable for corrosive environments, and adequate strength allows to use it for sewer, gas and water lines. Polyethylene exhibits time-dependent constitutive behaviour, which is also dependent on the applied stress level resulting in nonlinear stress-strain relationships. Nonlinear viscoelastic theory has been well established and a variety of modelling approaches have been derived from it. In order to be able to realistically utilize the nonlinear modelling approaches in design, a simple method is needed for finding the constitutive formulation for a specific polyethylene type.
In this study, time-dependent constitutive relationships for polymers are investigated for polyethylene materials. Creep tests on seven polyethylene materials were conducted and the experimental results indicate strong nonlinear viscoelasticity in the material responses. Creep tests on seven materials were conducted for 24 hours for modelling purposes. However, creep tests up to fourteen days were performed on one material to study long-term creep behaviour. Multiple-stepped creep tests were also investigated. Constant rate (load and strain rate) tensile tests were conducted on two of the seven polyethylene materials.
A practical approach to nonlinear viscoelastic modelling utilizing both multi-Kelvin element theory and power law functions to model creep compliance is presented. Creep tests are used to determine material parameters and models are generated for four different polyethylene materials. The corroboration of the models is achieved by comparisons with the results of different tensile creep tests, with one dimensional step loading test results and with test results from load and displacement rate loading.
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The timing of peak tissue velocities at the proximal femur during adolescenceJackowski, Stefan A 14 August 2008 (has links)
Purpose: The objective of this study was to examine the timing of the age and the magnitude of peak lean tissue mass accrual (peak lean tissue velocity, PLTV) as it relates to the age and magnitude of peak cross sectional area velocity (PCSAV) and section modulus velocity (PZV) of proximal femur in both males and females during adolescence. We hypothesized that the age of PLTV would precede the age of PCSAV and PZV and that there be a positive relationship between the magnitude of PLTV and both PCSAV and PZV in both genders. <p>Methods: 41 males and 42 females aged 8-18 years were selected from the Saskatchewan Pediatric Bone Mineral Accrual Study (1991-2005). Participants total body lean tissue mass was assessed annually for 6 consecutive years using DXA. Narrow neck, intertrochanteric and femoral shaft cross sectional areas (CSA) and section modulus (Z) were determined annually using the hip structural analysis (HSA) program. Participants were aligned by maturational age (years from peak height velocity). Lean tissue mass, CSA, and Z were converted into whole year velocities and the maturational age of peak tissue velocities was determined using a cubic spline curve fitting procedure. A 2x3 (gender x tissue) factorial MANOVA with repeated measures was used to test for differences between age of PLTV and both, the age of PCSAV and PZV between males and females. Multiple regression analyses were used to determine the relationship between PLTV and both PCSAV and PZV.<p>Results: There were no sex differences in the ages at which tissue peaks occurred when aligned by maturational age. There were significant differences between the age of PLTV and both PCSAV and PZV at the narrow neck (p=0.001) and femoral shaft (p=0.03), where the age of PLTV preceded both PCSAV and PZV when pooled by gender. There were no significant differences at the intertrochanteric site (p=0.814). PLTV was a significant predictor of the magnitude of both PCSAV and PZV at all sites (p<0.05). <p> Conclusions: These findings support the hypothesis that the age of PLTV precedes the age of PCSA and PZV at the proximal femur and provides further evidence to support the muscle-bone relationship, suggesting that lean tissue mass accrual influences bone strength development at proximal femur during pubertal growth.
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Decentralized, Cooperative Control of Multivehicle Systems: Design and Stability AnalysisWeitz, Lesley A. 16 January 2010 (has links)
This dissertation addresses the design and stability analysis of decentralized, cooperative
control laws for multivehicle systems. Advances in communication, navigation,
and surveillance systems have enabled greater autonomy in multivehicle systems, and
there is a shift toward decentralized, cooperative systems for computational efficiency
and robustness. In a decentralized control scheme, control inputs are determined
onboard each vehicle; therefore, decentralized controllers are more efficient for large
numbers of vehicles, and the system is more robust to communication failures and
reconfiguration.
The design of decentralized, cooperative control laws is explored for a nonlinear
vehicle model that can be represented in a double-integrator form. Cooperative controllers
are functions of spacing errors with respect to other vehicles in the system,
where the communication structure defines the information that is available to each
vehicle. Control inputs are selected to achieve internal stability, or zero steady-state
spacing errors, between vehicles in the system.
Closed-loop equations of motion for the cooperative system can be written in a
structural form, where damping and stiffness matrices contain control gains acting on
the velocity and positions of the vehicles, respectively. The form of the stiffness matrix
is determined by the communication structure, where different communication structures yield different control forms. Communication structures are compared using
two structural analysis tools: modal cost and frequency-response functions, which
evaluate the response of the multivehicle systems to disturbances. The frequency-response
information is shown to reveal the string stability of different cooperative
control forms.
The effects of time delays in the feedback states of the cooperative control laws
on system stability are also investigated. Closed-loop equations of motion are modeled
as delay differential equations, and two stability notions are presented: delay-independent
and delay-dependent stability.
Lastly, two additional cooperative control forms are investigated. The first control
form spaces vehicles along an arbitrary path, where distances between vehicles
are constant for a given spacing parameter. This control form shows advantages over
spacing vehicles using control laws designed in an inertial frame. The second control
form employs a time-based spacing scheme, which spaces vehicles at constant-time
intervals at a desired endpoint. The stability of these control forms is presented.
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Implementation of automated multilevel substructuring for frequency response analysis of structuresKaplan, Matthew Frederick. January 2001 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2001. / Vita. Includes bibliographical references. Available also from UMI/Dissertation Abstracts International.
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An integrated finite strip solution for long span bridges /Shen, Zhenyuan. January 2009 (has links)
Includes bibliographical references (p. 91-94).
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Structural integrity inspection using dynamic responses /Gopalakrishnamurthy, Sharath H. January 2003 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2003. / Typescript. Includes bibliographical references (leaves 99-101). Also available on the Internet.
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Structural integrity inspection using dynamic responsesGopalakrishnamurthy, Sharath H. January 2003 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2003. / Typescript. Includes bibliographical references (leaves 99-101). Also available on the Internet.
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Novel simulation methods for calculating the reliability of structural dynamical systems subjected to stochastic loads /Cheung, Sai Hung. January 2003 (has links)
Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2003. / Includes bibliographical references (leaves 113-116). Also available in electronic version. Access restricted to campus users.
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Spline finite strip in structural analysis /Fan, S. C. January 1982 (has links)
Thesis (Ph. D.)--University of Hong Kong, 1982. / Also availalbe in microfilm.
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Spline finite strip analysis of arbitrarily shaped plates and shells /Li, Wah-yuk. January 1988 (has links)
Thesis (Ph. D.)--University of Hong Kong, 1988.
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