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Showing 1 to 20 of 21 for “"Elastic Buckling"”.

  1. Elastic buckling of rigid frames

    Typescript (photocopy).

    ksu-retro Repository record for Elastic buckling of rigid frames (opens in a new tab)

  2. On Elastic Buckling of Parabolic Arches

    Made available in DSpace on 2014-12-04T23:10:53Z (GMT). No. of bitstreams: 1 0013568.pdf: 1124706 bytes, checksum: 4c42722dd83208f3de9adcc7d73356ec (MD5) Previous issue date: 1955

    uiuc Repository record for On Elastic Buckling of Parabolic Arches (opens in a new tab)

  3. On Elastic Buckling of Symmetrical Arches

    Made available in DSpace on 2014-12-04T23:10:58Z (GMT). No. of bitstreams: 1 5904528.pdf: 2262032 bytes, checksum: 77d1231c40a0efd27175da87212e63d5 (MD5) Previous issue date: 1959

    uiuc Repository record for On Elastic Buckling of Symmetrical Arches (opens in a new tab)

  4. Elastic buckling solutions for thin-walled metal columns with perforation patterns

    … finite strip methods for use in predicting elastic buckling strength of cold-formed steel columns. These methods were developed by examining elemental behavior of cross-sections in eigen-buckling analyses and validated using a large database of finite element rack-type columns with …

    vt Repository record for Elastic buckling solutions for thin-walled metal columns with perforation patterns (opens in a new tab)

  5. Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading

    Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes: Presently, the current design methods available to engineers to predict the strength of cold-formed steel members with edge-stiffened holes remains largely unaddressed in the North American Specification for the …

    vt Repository record for Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading (opens in a new tab)

  6. Parametric study on the buckling behaviour of singly and doubly curved concrete arch dams

    This study explores the buckling behaviour of thin walled and curved concrete arch dams investigated as a function of various parameters of interest, the focus being on the influence of dam thickness on the elastic buckling behaviour.

    cape-town Repository record for Parametric study on the buckling behaviour of singly and doubly curved concrete arch dams (opens in a new tab)

  7. Optimization of thin-wall cylindrical shells with compliant cellular-solid cores

    … suggested that a compliant core increases the elastic buckling resistance of a cylindrical shell over that of a hollow cylinder of the same weight. In this thesis, we extend the linear-elastic buckling theory by coupling basic plasticity theory to provide a more comprehensive analysis of …

    mit Repository record for Optimization of thin-wall cylindrical shells with compliant cellular-solid cores (opens in a new tab)

  8. Experiments on Cold-Formed Steel Beams with Holes

    Experimental testing and elastic buckling studies were performed on 68 C-section cold-formed steel joists with unstiffened rectangular web holes. Four Steel Stud Manufacturers Association (SSMA) cross-section types; 800S200-33, 800S200-43, 1000S162-54, and 1200S162-97, were evaluated to explore the …

    vt Repository record for Experiments on Cold-Formed Steel Beams with Holes (opens in a new tab)

  9. Mechanical behaviour of steel hollow section columns subjected to damage – experimental study and finite element modelling

    … levels of damage were examined using both linear elastic and non-linear buckling analysis approaches. The results indicated a substantial reduction in the failure strength of the HSS members due to damage. However, the elastic buckling loads of the hollow sections were not significantly affected. …

    cape-town Repository record for Mechanical behaviour of steel hollow section columns subjected to damage – experimental study and finite element modelling (opens in a new tab)

  10. Parametric study of stiffened steel containment shell structures

    … study is undertaken to investigate the buckling behavior of meridionally and circumferentially stiffened steel cylindrical and conical shell frustum subjected to different load cases. This situation arises in different steel shell applications such as storage vessels (liquid, solid and …

    cape-town Repository record for Parametric study of stiffened steel containment shell structures (opens in a new tab)

  11. Effect of loaded length on the buckling strength of slender arches

    … gain an improved understanding of the in-plane, elastic buckling behavior of slender arches subjected to a static dead load that is uniform over the structure and to a static live load that is uniform on a horizontal projection. The live load starts at one end and extends over a variable length. …

    rice Repository record for Effect of loaded length on the buckling strength of slender arches (opens in a new tab)

  12. Design and Additive Manufacturing of Carbon-Fiber Reinforced Polymer Microlattice with High Stiffness and High Damping

    … at low relative densities due to the presence of elastic buckling during deformation. For design usefulness, tunability maps, displaying FOM in terms of design parameters, are developed by curve fitting of experimental measurements. The microlattice design is also evaluated quantitatively by …

    vt Repository record for Design and Additive Manufacturing of Carbon-Fiber Reinforced Polymer Microlattice with High Stiffness and High Damping (opens in a new tab)

  13. ULTRA-LOW K DIELECTRIC MATERIALS WITH HIGH BREAKDOWN STRENGTH AND EXCELLENT MECHANICAL PROPERTIES

    … and mechanical properties using strain-induced elastic buckling instability measurement for mechanical property measurements (SIEBIMM). The breakdown strength of nearly 3.2 GV/m, which is higher than linear polymers. The permittivity values range from 1.7 to 1.2, which is the lowest among any …

    houston Repository record for ULTRA-LOW K DIELECTRIC MATERIALS WITH HIGH BREAKDOWN STRENGTH AND EXCELLENT MECHANICAL PROPERTIES (opens in a new tab)

  14. Effects and applications of capillary condensation in ultrathin nanoparticle assemblies

    … composite films were made using strain induced elastic buckling instabilities for mechanical measurements (SIEBIMM).

    mit Repository record for Effects and applications of capillary condensation in ultrathin nanoparticle assemblies (opens in a new tab)

  15. Stability Sensitivity Of Low-Rise Steel-Moment Framed Buildings To Hazard-Independent Damage

    … its formulation is verified against idealized elastic critical buckling load theory. Next, the formulation is generalized to provide an ability to analyze the elastic buckling load of a wide range of portal frames. The finite element software, MASTAN2 and SAP2000 are utilized for verification …

    mississippi Repository record for Stability Sensitivity Of Low-Rise Steel-Moment Framed Buildings To Hazard-Independent Damage (opens in a new tab)

  16. Nanomechanical Properties of Polymer-Grafted Nanoparticle Ultrathin Films

    … nanoparticles in the polymer matrix enhances the elastic modulus of thin films. However, there’s still a window of opportunity for an intensive study of the process-morphology-property (PMP) relationship for polymer-grafted nanoparticle (PGNP) thin films based on the particle size, loading …

    houston Repository record for Nanomechanical Properties of Polymer-Grafted Nanoparticle Ultrathin Films (opens in a new tab)

  17. Experimental and Analytical Studies of the Behavior of Cold-Formed Steel Roof Truss Elements

    … engineer typically tries to improve the local buckling behavior of the cold-formed steel elements. The complex hat shape has proved to limit the negative influence of local buckling, however, distortional buckling can be the controlling mode of failure in the design of chord members with …

    vt Repository record for Experimental and Analytical Studies of the Behavior of Cold-Formed Steel Roof Truss Elements (opens in a new tab)

  18. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory

    … members experience some extent of interactive buckling that corrodes the load carrying capacity. Current design methods predict the strength of thin-walled metallic structural members based on individual buckling limit-states and limited case of interactive buckling limit state. In order to …

    vt Repository record for Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory (opens in a new tab)

  19. Lateral-torsional buckling behaviour of monosymmetric steel sections formed with flange upstands

    The study of the lateral-torsional buckling behaviour of steel beams has been largely focused on doubly symmetric beams and less so on monosymmetric sections. Monosymmetric sections, however, do offer some advantages over doubly symmetric beams if the monosymmetry is applied in a way that it can be …

    cape-town Repository record for Lateral-torsional buckling behaviour of monosymmetric steel sections formed with flange upstands (opens in a new tab)

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