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Relevant bibliographies by topics / Volumetric strain

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Dissertations / Theses

Academic literature on the topic 'Volumetric strain'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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Dissertations / Theses on the topic "Volumetric strain"

1

Bilge, Habib Tolga. "Cyclic Volumetric And Shear Strain Responses Of Fine-grained Soils." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611819/index.pdf.

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Although silt and clay mixtures were mostly considered to be resistant to cyclic loading due to cohesional components of their shear strength, ground failure case histories compiled from fine grained soil profiles after recent earthquakes (e.g. 1994 Northridge, 1999 Adapazari, 1999 Chi-Chi) revealed that the responses of low plasticity silt and clay mixtures are also critical under cyclic loading. Consequently, understanding the cyclic response of these soils has become a recent challenge in geotechnical earthquake engineering practice. While most of the current attention focuses on the assess

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2

Jensen, Elisabeth Rose. "In vivo quantification of three dimensional volumetric strain in the human tibialis anterior." Thesis, College of Medicine - Mayo Clinic, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10111521.

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<p> Intramuscular pressure (IMP), which is closely correlated with both active and passive muscle tension, may become a useful supplement to current clinical tools as a means to quantify individual muscle-generated force. A continuing challenge associated with this measure is its non-uniform distribution, which is not yet fully understood. Several studies have observed that pressure increases with muscle depth. Conservation of mass suggests that these regional pressure differences may result from non-uniformly distributed changes in local tissue volume. Therefore, the overarching goal of this

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3

Quinn, Turlough. "Rate effects in fine grained soils." Thesis, University of Dundee, 2013. https://discovery.dundee.ac.uk/en/studentTheses/92451824-2c3f-4162-8626-502cfe9424d6.

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The strain rate dependent behaviour of fine grained soils is an important aspect of geotechnical engineering. During dynamic or rapid events such as earthquakes and rapid pile testing, a fine grained soil will display significantly different behaviour than may be observed over the long life span of a structure. There is currently little understanding of the factors which influence the behaviour of fine grained soils during dynamic events (extremely high strain rates), making their response difficult to predict. This research investigates the behaviour of fine grained soils subjected to a wide

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4

Augustine, Daniel. "Cardiovascular magnetic resonance deformation imaging by feature tracking for assessment of left and right ventricular structure and function." Thesis, Queen Mary, University of London, 2014. http://qmro.qmul.ac.uk/xmlui/handle/123456789/7872.

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Cardiac magnetic resonance (CMR) imaging is the gold standard imaging technique for assessment of ventricular dimensions and function. CMR also allows assessment of ventricular deformation but this requires additional imaging sequences and time consuming post processing which has limited its widespread use. A novel CMR analysis software package, ‘feature tracking’ (Tom Tec, Germany) can measure ventricular deformation directly from cine CMR images. This thesis seeks to further our understanding of the feasibility of feature tracking to assess myocardial deformation and volumetric measures. Cha

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5

Kinney, Landon Scott. "Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7709.

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Liquefaction is a costly phenomenon where soil shear modulus degrades as the generation of excess pore pressures begins. One of the methods to mitigate liquefaction, is the use of prefabricated vertical drains. Prefabricated vertical drains provide a drainage path to effectively mitigate the generation of pore pressures and aid in shear modulus recovery. The aims of this study were to define shear modulus degradation vs. shear strain as a function of excess pore pressure ratio; define the effects of prefabricated vertical drains on the behavior of pore pressure generation vs. shear strain; and

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6

Champiré, Florian. "Étude expérimentale du comportement hydro-mécanique de la terre crue compactée pour la construction." Thesis, Lyon, 2017. http://www.theses.fr/2017LYSET007/document.

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Le matériau terre peut apporter une réponse face aux problèmes que les constructions modernes rencontrent en termes d’enjeux sociétaux, économiques et écologiques. Cependant, les difficultés à comprendre et à prédire son comportement représente un obstacle au développement de cette technique dans les pays développés. Cette thèse s’insère dans un projet de recherche appelé « Primaterre » et financé par l’Agence Nationale de la Recherche française (ANR). Il vise à apporter les connaissances scientifiques nécessaires afin de pallier ce manque et aider à établir des règlementations adaptées. Ce tr

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7

Jakel, Roland. "Analysis of Hyperelastic Materials with Mechanica - Theory and Application Examples." Universitätsbibliothek Chemnitz, 2010. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-201000705.

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Part 1: Theoretic background information - Review of Hooke’s law for linear elastic materials - The strain energy density of linear elastic materials - Hyperelastic material - Material laws for hyperelastic materials - About selecting the material model and performing tests - Implementation of hyperelastic material laws in Mechanica - Defining hyperelastic material parameters in Mechanica - Test set-ups and specimen shapes of the supported material tests - The uniaxial compression test - Stress and strain definitions in the Mechanica LDA analysis Part 2: Application examples - A test specimen

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8

Zhang, Lei. "Sur une approche isogéométrique pour problèmes multi-champs couplés en grandes transformations." Thesis, Ecole centrale de Marseille, 2016. http://www.theses.fr/2016ECDM0012/document.

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La méthode isogéométrique (IGA) récemment proposée en tant que méthode numérique générique offre de réelles perspectives dans l’unification des modèles géométriques et computationnel. La méthode isogéométrique est intiment liée à la méthode des éléments finis (FEM) étant donné que la méthode est basée sur le même cadre variationnel. Cette méthode a montré dans de nombreuses circonstances de très bonne qualités numériques notamment avec des maillages grossiers (précision numérique, capacité à supporter de grandes déformations…). Notre objectif final dans ce travail est de fournir un environneme

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9

Batagini, Nayara Cioffi. "Volumetria e parâmetros biomecânicos detectados pela Ultrassonografia 3D e 2D em aortas abdominais de pacientes com e sem aneurisma." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/5/5132/tde-06012017-105117/.

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INTRODUÇÃO: O diâmetro transverso máximo (DTM) de um aneurisma da aorta abdominal (AAA), a medida mais comumente utilizada para determinar quando uma intervenção cirúrgica está indicada nos portadores desta afecção, tem limitações e não reflete o exato risco de rotura. Parâmetros biomecânicos e morfológicos detectados pelo ultrassom (US) com propriedades tridimensionais (3D), podem ajudar a melhor entender o comportamento dos AAA e a determinar o melhor momento para o tratamento cirúrgico deste grupo de pacientes. OBJETIVOS: Verificar a capacidade e a viabilidade do ultrassom bidimensional (US

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10

Wu, Ji-Wei, and 吳繼偉. "Volumetric Strain of Large Specimen in Shaking Table Test." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/67326146503512688592.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>93<br>Volumetric Strain of Large Specimen in Shaking Table Test ABSTRACT The shaking due to earthquakes or vibrations will generate excess pore water pressure in saturated sand. After shaking, the excess pore water pressure in the saturated sand layer dissipates with time, and the volume of the sand layer decreases and settlement occurs. In 1999, Chi-Chi Earthquake caused liquefaction in many areas with sandy soil layer in mid-Taiwan, for example, Taichung Seaport, Yuanlin, Wufeng and Nantou area. This experience alarms us that there is necessity to study further t

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