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Showing 1 to 9 of 9 for “"Net Section"”.

  1. Net section rupture in tension members with connection eccentricity

    … and double angles, single channels and similar sections are frequently used for lateral bracing and as truss elements. Such members will normally have eccentric connections, and it is often permitted, by current design specifications, to neglect this eccentricity in the design of the member. In …

    wvu Repository record for Net section rupture in tension members with connection eccentricity (opens in a new tab)

  2. Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses

    … of a design procedure for determining the steel net-section strength of bottom chord splice joints of MPC wood trusses. Several common wood truss splice joint configurations were tested at varying levels of combined tension and bending loading. The joint configurations were 2x4 lumber with …

    vt Repository record for Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses (opens in a new tab)

  3. Response of multiple fastener composite joints: numerical and experimental results

    … predictions was found to be excellent around the net-section region. Although predictions for other strains were not as good, they were within the range of experimental data. Distribution of contact stresses between the pins and the hole edges was also studied. Numerical analysis suggests that the …

    vt Repository record for Response of multiple fastener composite joints: numerical and experimental results (opens in a new tab)

  4. Predicted Redidual Strength of Damaged IsoTruss® Structures

    … in residual strength trends are compared to net section strength, which assumes a linear relationship between damage size and residual strength. Results indicate that the 6-node IsoTruss® configuration is the most damage tolerant structure in the sense that the 6-node configuration deviates …

    byu Repository record for Predicted Redidual Strength of Damaged IsoTruss® Structures (opens in a new tab)

  5. Inelastic Cyclic Behavior of Bolted Flange Plate Connections

    … demonstrated that capacity controlled by the net section fracture of the girder is lower than the full plastic bending capacity, which invalidates the current design provisions. The inelastic behavior of BFP connections can be modeled by using several flexural elements and rotational springs. …

    uiuc Repository record for Inelastic Cyclic Behavior of Bolted Flange Plate Connections (opens in a new tab)

  6. Efficient finite element modeling of WT sections subjected to uniaxial tension

    … have the potential to significantly reduce the net section rupture capacity of a section.;The present study is focused on developing finite element tools capable of capturing the peak loads and behavioral response exhibited is the previous WVU experimental tests. The main objective of the finite …

    wvu Repository record for Efficient finite element modeling of WT sections subjected to uniaxial tension (opens in a new tab)

  7. Characterization of new particulate MMC materials and bolted joints through applicable ASTM standards

    … the major mode of failure in PRMMC is due to net-section failure on account of its brittle nature. Also higher clamping force provides higher frictional resistance and lateral support as a result of which the ultimate failure of MMC increases even though the mode of failure remains the same.

    wvu Repository record for Characterization of new particulate MMC materials and bolted joints through applicable ASTM standards (opens in a new tab)

  8. Investigation of Ultimate Bending Strength of Steel Bracket Plates

    … the material tensile rupture strength times the net elastic section modulus. Different bolt and plate sizes were tested to determine if this model is correct. It was found that the current model is conservative and that the material tensile rupture strength times the net plastic section modulus …

    vt Repository record for Investigation of Ultimate Bending Strength of Steel Bracket Plates (opens in a new tab)

  9. Fracture mechanics analysis of offshore wind turbine monopile structures for lifetime extension

    … collapse. The proposed methodology is based on net section collapse (NSC) theory.Both methods allow the assessment of multiple cracks. For SIF, a new equation for the interaction of SIF between co-planar, circumferential, semi-elliptical, external surface flaws located in offshore wind turbine …

    strathclyde Repository record for Fracture mechanics analysis of offshore wind turbine monopile structures for lifetime extension (opens in a new tab)