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Showing 1 to 20 of 31 for “"failure surface"”.

  1. Static and Seismic Stability of Cut Slopes in Terms of Reliability

    … overconsolidated clay considering progressive failure as the critical failure mode. The stress condition along a potential failure surface both prior to and after an excavation is investigated by finite-element elasto-plastic analysis; in this process, a potential failure surface is modeled as …

    uiuc Repository record for Static and Seismic Stability of Cut Slopes in Terms of Reliability (opens in a new tab)

  2. Premature cleavage of ship plating under reversed bending

    … ship plating were tested and on that basis a 3-D failure surface was constructed for the AH36 steel, suitable for practical applications. The failure surface was formed in terms of compressive pre-strain, temperature, and reverse tensile strain. As-rolled plates pre-strained by -0.43 at room …

    mit Repository record for Premature cleavage of ship plating under reversed bending (opens in a new tab)

  3. Biologically Inspired Mechanisms for Burrowing in Undersea Substrates

    … stress imbalance within the soil creates a failure surface around the clam, within which particles can freely move and fluidize, and outside of which the soil remains static. Theoretical derivations and experimental results demonstrate that the location of the failure surface can be …

    mit Repository record for Biologically Inspired Mechanisms for Burrowing in Undersea Substrates (opens in a new tab)

  4. Probability analysis of slope stability

    … of safety approach to reduce the risk of slope failure. However, the factor of safety approach cannot quantify the probability of failure, or level of risk, associated with a particular design situation.;A probabilistic approach to studying geotechnical issues offers a systematic way to treat …

    wvu Repository record for Probability analysis of slope stability (opens in a new tab)

  5. A Critical Evaluation of Computational Fracture Using a Smeared Crack Approach in MPM

    … of the smeared crack representation of material failure using the material-point method (MPM) as a feasible computational failure approach is performed. The spatial descretization in MPM is defined by a grid of cells that represent space and a set of points that represent the deformable solid. A …

    unm Repository record for A Critical Evaluation of Computational Fracture Using a Smeared Crack Approach in MPM (opens in a new tab)

  6. The fatigue ageing of vulcanised rubbers

    … cause of the respective rough and smooth fatigue failure surfaces of Neoprene GS : Neoprene W and Neoprene GS : natural rubber vulcanisates is investigated. The contrasting morphology of the vulcanisates is found to be the major factor determining the fatigue behaviour of the blends. Neoprene GS …

    aston Repository record for The fatigue ageing of vulcanised rubbers (opens in a new tab)

  7. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate

    … non-invasive testing procedures to visualize the failure surface of four laboratory shear-testing techniques in a soft clay surrogate, Laponite RD, at shallow depths with minimal boundary effects. The thesis developed a procedure for tracking deformation in Laponite RD as a soft clay surrogate for …

    uiuc Repository record for An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate (opens in a new tab)

  8. Failure strength and mechanism of composite laminates under multiaxial loading conditions

    An experimental study of strength and failure behavior of orthotropic G-10 glass fiber reinforced composite laminates in an in-plane stress state has been conducted. Different types of biaxial specimens and associated test fixtures were developed and employed in the study. Standard IITRI specimens …

    uiuc Repository record for Failure strength and mechanism of composite laminates under multiaxial loading conditions (opens in a new tab)

  9. Analysis of a reinforced concrete beam in torsion

    … different schemes of reinforcing were tested to failure in pure torsion. SR⁻⁴ strain gages were used to measure the concrete strains at the surface of the test beams. A review of analytical and experimental studies in the literature is presented and briefly discussed. The test results were then …

    vt Repository record for Analysis of a reinforced concrete beam in torsion (opens in a new tab)

  10. Strength of transversely isotropic rocks

    … (AMN) criterion to characterize the failure of transversely isotropic rocks under true triaxial stress states. One major obstacle in formulating an anisotropic criterion is that it usually involves six stress components, instead of three principal stresses. As such, anisotropic …

    mit Repository record for Strength of transversely isotropic rocks (opens in a new tab)

  11. Levee Stabilization Design for Flood Control in East Grand Forks, Minnesota

    … system using the method of slices. An assumed failure surface was drawn and divided into vertical slices, where the forces acting on each slice were analyzed. If the forces available to resist movement were greater than the forces driving movement, the slope was considered stable (Rahn 1996). A …

    nodak Repository record for Levee Stabilization Design for Flood Control in East Grand Forks, Minnesota (opens in a new tab)

  12. Site characterization using drone based photogrammetry

    … Colorado. The purpose of these surveys was for failure surface identification of a historic wedge failure, structural domain segregation of the remaining rock slope, and rock mass characterization of the segregated structural domains. The study site is composed of a heavily jointed interlayered …

    colo-mines Repository record for Site characterization using drone based photogrammetry (opens in a new tab)

  13. Structure-Property Relationships and Adhesion in Polyimides of Varying Aliphatic Content

    … the qualitative adhesion strength behaviors, the failure surface analyses, and to offer an understanding of the adhesive chemical structure-physical property relationships. These understandings provide a conclusion that the incorporation of aliphatic segments into the polyimide chemical structure …

    vt Repository record for Structure-Property Relationships and Adhesion in Polyimides of Varying Aliphatic Content (opens in a new tab)

  14. The engineering geology and stability of the rapidly alternating limestone and mudrock sea cliffs of glamorgan

    … exploited and the cliffs undermined. Principal failure modes recognised were toppling and vertical translation. <br/>Thermal gravimetry indicated allotropy of sulphide minerals. The least stable forms were identified in the more calcareous mudrocks, and a laboratory leaching experiment …

    southwales Repository record for The engineering geology and stability of the rapidly alternating limestone and mudrock sea cliffs of glamorgan (opens in a new tab)

  15. ΓΕΝΙΚΕΥΜΕΝΑ ΚΡΙΤΗΡΙΑ ΑΣΤΟΧΙΑΣ ΑΡΧΙΚΩΣ ΑΝΙΣΟΤΡΟΠΩΝ ΕΛΑΣΤΙΚΩΝ ΜΕΣΩΝ ΜΕ ΙΔΙΑΙΤΕΡΗ ΕΜΦΑΣΗ ΣΤΑ ΣΥΝΘΕΤΑ ΥΛΙΚΑ

    … THE ISOTROPIC CRITERION OF THEPARABOLOIDAL FAILURE SURFACE OF REVOLUTION WAS GENERALIZED IN ORDER TO PREDICTFAILURE OF ANISOTROPIC MEDIA, AND EXTREMUM PROPERTIES OF THE FAILURE FUNCTION WERE STUDIED IN A GENERALIZED TENSOR INVARIANT FORM. VARIOUS FEATURES OF THE FAILURE CRITERION WERE …

    greece Repository record for ΓΕΝΙΚΕΥΜΕΝΑ ΚΡΙΤΗΡΙΑ ΑΣΤΟΧΙΑΣ ΑΡΧΙΚΩΣ ΑΝΙΣΟΤΡΟΠΩΝ ΕΛΑΣΤΙΚΩΝ ΜΕΣΩΝ ΜΕ ΙΔΙΑΙΤΕΡΗ ΕΜΦΑΣΗ ΣΤΑ ΣΥΝΘΕΤΑ ΥΛΙΚΑ (opens in a new tab)

  16. Constitutive relationships for agricultural soils

    … model was developed based on a Mohr-Coulomb failure surface. The constitutive model developed was evaluated by simulating a triaxial test at a confining pressure of 28 kPa. Initial conditions were computed by substituting the boundary stresses into the model to determine the elastic-plastic …

    vt Repository record for Constitutive relationships for agricultural soils (opens in a new tab)

  17. The role of frictional heating in the development of catastrophic landslides

    … catastrophic acceleration, starting at incipient failure and ending a few seconds later, when the acquired displacement and velocity are such that the sliding material begins to break up into pieces. The model accounts for temperature rise in the slip zone due to the heat produced by friction, …

    soton Repository record for The role of frictional heating in the development of catastrophic landslides (opens in a new tab)

  18. FAILURE MECHANISMS OF ULTRA HIGH MOLAR MASS POLYETHYLENE SINGLE FIBERS AT EXTREME TEMPERATURES AND STRAIN-RATES

    … be pseudo-brittle, plateauing, necking, and non-failure and transitions between these phases were observed within a strain-rate dependent temperature range. For low and intermediate strain rates, a temperature and strain-rate equivalence is observed: a decadal increase of strain-rate is …

    maryland Repository record for FAILURE MECHANISMS OF ULTRA HIGH MOLAR MASS POLYETHYLENE SINGLE FIBERS AT EXTREME TEMPERATURES AND STRAIN-RATES (opens in a new tab)

  19. Insights into the edifice stability of oceanic volcanoes from direct shear experiments and numerical models

    … depends on the individual rocks in which the failure surface forms. Using finite-element models it can be shown that the observed deformation pattern from geodetic measurements can give a first insight into the presence of major internal structures. Hence, it is evident that the internal …

    cau-kiel Repository record for Insights into the edifice stability of oceanic volcanoes from direct shear experiments and numerical models (opens in a new tab)

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