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Showing 1 to 20 of 23 for “"I-beams"”.

  1. The mechanics of plastic-aluminum composite I-beams

    … an initial investigation of the mechanics of I-beams developed with plastic-aluminum composite technology. Plastic-aluminum composites in structural beam/frame/truss elements are a relatively new concept that has seen little, if any, application in modern construction. This technology has …

    colostate Repository record for The mechanics of plastic-aluminum composite I-beams (opens in a new tab)

  2. Lateral Buckling of I-Beams Supported by Cables

    Made available in DSpace on 2015-05-12T17:06:22Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 0019890.PDF: 3534863 bytes, checksum: 60676031b721ed87be0de8f22541fbba (MD5) Previous issue date: 1956

    uiuc Repository record for Lateral Buckling of I-Beams Supported by Cables (opens in a new tab)

  3. Cyclic lateral-torsional buckling of short I-beams

    … buckling and post-buckling behavior of short I-beams subjected to cyclically reversing loads. The eccentrically braced frame, used in the earthquake resistant design of building structures, provides an application in which lateral buckling of short I-beams under cyclic loading is relevant. Our …

    uiuc Repository record for Cyclic lateral-torsional buckling of short I-beams (opens in a new tab)

  4. An experimental investigation of the stresses and strains in iron and steel I beams

    Thesis: B.S., Massachusetts Institute of Technology, Department of Mechanical Engineering, 1891

    mit Repository record for An experimental investigation of the stresses and strains in iron and steel I beams (opens in a new tab)

  5. Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams

    … fiber-reinforced polymers (FRP) in double-web I-beams (DWIB) to replace steel beams in bridge applications, there are many benefits along with the disadvantages. A bridge has been built with this new type of beam after only short-term proof testing for validation. Nondestructive evaluation (NDE) …

    vt Repository record for Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams (opens in a new tab)

  6. Neural Network Fatigue Life Prediction in Steel I-Beams Using Mathematically Modeled Acoustic Emission Data

    … research is to predict fatigue cracking in metal beams using mathematically modeled acoustic emission (AE) data. The AE data was collected from nine samples of steel I-beam that were subjected to three-point bending caused by cyclic loading. The data gathered during these tests were filtered in …

    embry-riddle Repository record for Neural Network Fatigue Life Prediction in Steel I-Beams Using Mathematically Modeled Acoustic Emission Data (opens in a new tab)

  7. Low Proof Load Prediction of Ultimate Strengths of Fiberglass/Epoxy I-Beams Using Acoustic Emission

    … testing was used to monitor fiberglass/epoxy I-beams. The experiment consisted of loading the I-beams in cantilever fashion with a hydraulic ram. While testing, AE waveforms were collected from the onset of loading to failure. After acquisition, the AE data from each test were filtered to …

    embry-riddle Repository record for Low Proof Load Prediction of Ultimate Strengths of Fiberglass/Epoxy I-Beams Using Acoustic Emission (opens in a new tab)

  8. Shear interaction of two I-beams fastened together, one above the other, by varying lengths of weld

    Submitted by Sarah Shreeves (sshreeve@illinois.edu) on 2014-09-26T18:19:19Z No. of bitstreams: 1 Peterson.pdf: 5037007 bytes, checksum: 4fad00e7e40981b0b9013266ef42b34c (MD5)

    uiuc Repository record for Shear interaction of two I-beams fastened together, one above the other, by varying lengths of weld (opens in a new tab)

  9. An Analysis of the Effects Due to Restrained Warping on Thick Walled Box Beams and I-Beams Subjected to Torsion

    Made available in DSpace on 2014-12-10T17:25:53Z (GMT). No. of bitstreams: 1 7013513.pdf: 2363131 bytes, checksum: b44959fadfc5951a6b59002d8623403d (MD5) Previous issue date: 1969

    uiuc Repository record for An Analysis of the Effects Due to Restrained Warping on Thick Walled Box Beams and I-Beams Subjected to Torsion (opens in a new tab)

  10. Experimental and Theoretical Investigations of a New Flat Slab System Incorporating GFRP Stay-In-Place Structural Forms and Embedded I-Beams

    … (GFRP) I-sections as primary and secondary beams, with columns supporting the primary beams. GFRP stay-in-place (SIP) structural forms span the spacing between, and are bonded to, the lower flanges of the I-beams. Different components of the floor were investigated. Flexural behaviour in the …

    queens Repository record for Experimental and Theoretical Investigations of a New Flat Slab System Incorporating GFRP Stay-In-Place Structural Forms and Embedded I-Beams (opens in a new tab)

  11. An Investigation of Beam-to-Column Connections for Composite Structural Systems

    I-beams with angle connections are becoming the standard framing method for composite structures. We claim that closed sections are often a more appropriate member selection. We also present the cuff connection; a novel beam-to-column connection element suited to closed structural members. We …

    uiuc Repository record for An Investigation of Beam-to-Column Connections for Composite Structural Systems (opens in a new tab)

  12. Web crippling of high strength cold-formed steel beams

    … behavior of high strength cold-formed steel beams subjected primarily to web crippling was investigated analytically and experimentally. In this study hat sections and I-beams, formed from five different types of high strength sheet steels commonly used in the automobile industry, were …

    must-thes Repository record for Web crippling of high strength cold-formed steel beams (opens in a new tab)

  13. A Solution for Commodity Field Hauling with Self-Unloading Semi-Trailers

    … has a framework of ribs supported by two I-beams. This unique rib design combined with the main I beams act as large vertebra, which results in a rigid underbody that maintains flexibility and strength. Special consideration was taken while creating this design to account for dynamic loading …

    byu Repository record for A Solution for Commodity Field Hauling with Self-Unloading Semi-Trailers (opens in a new tab)

  14. Design analysis of single-span advanced composite deck-and-stringer bridge systems

    … of cellular box decks and wide-flange I-beams as stringers is presented. The design analysis covers: (1) ply stiffnesses and strengths; (2) laminate engineering stiffnesses; (3) apparent stiffness properties for composite decks; and (4) stringer stiffness properties. Finite element …

    wvu Repository record for Design analysis of single-span advanced composite deck-and-stringer bridge systems (opens in a new tab)

  15. Mile Marker : A Material Investigation in Two Lane Travels

    … imitate and miniaturize materials like bricks, I-beams, roofing and road signs using jewelry and metalsmithing materials. I memorialize a location and create a narrative as a reminder to the wearer of the decline of the two lane blacktops that connect this country.

    ecu Repository record for Mile Marker : A Material Investigation in Two Lane Travels (opens in a new tab)

  16. Design of prestressed, fabric-formed concrete beams

    … and performance of fabric formed, prestressed beams with a keyhole cross-section, while varying parameters such as concrete strength, loading, beam depth, and prestressing force. They are designed for flexure via a sectional method, starting with the critical midspan section, and each section …

    mit Repository record for Design of prestressed, fabric-formed concrete beams (opens in a new tab)

  17. Fiber-Reinforced Polymer Bridge Girders for Extremely Aggressive Environments

    … concrete-filled FRP tubes, and Double Web I-Beams (DWB). Finite Element Modeling (FEM) was used to study the overall stiffness of FRP girder bridges with a cast-in-place concrete deck. Girder distribution factors for moment were also computed using reliability analysis tools and FEM. These …

    embry-riddle Repository record for Fiber-Reinforced Polymer Bridge Girders for Extremely Aggressive Environments (opens in a new tab)

  18. Nonlithographic manufacturing of 1-D silicon nanostructures with tunable surface morphology via thermal dewetting and metal-assisted chemical etching

    … with complex cross-section shapes – such as I-beams, tubes, multiwalled concentric tubes – are demonstrated by replacing the self-assembled thermally dewetted patterns in the manufacturing approach described above. Instead, silver patterns are created by Solid-State Superionic Stamping (S4), a …

    uiuc Repository record for Nonlithographic manufacturing of 1-D silicon nanostructures with tunable surface morphology via thermal dewetting and metal-assisted chemical etching (opens in a new tab)

  19. Elastic Lateral Torsional Buckling of Beams Strengthened with Cover Plates while under Loading

    … method for strengthening existing steel I-beams is to weld either one or two cover plates to the flange(s). In many cases, it is not feasible to completely unload the beam before carrying out the strengthening procedure. In these conditions, operators resort to strengthen beams while under …

    ottawa-retro Repository record for Elastic Lateral Torsional Buckling of Beams Strengthened with Cover Plates while under Loading (opens in a new tab)

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