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Showing 1 to 20 of 191 for “"girders"”.

  1. Model studies of box girders

    Call number: LD2668 .T4 1969 J28

    ksu-retro Repository record for Model studies of box girders (opens in a new tab)

  2. Flexural Behavior of CFRP-Pretensioned Girders

    … and provide corrosion-free prestressed bridge girders. The application of this novel CFRP material in bridges necessitates understanding some of the critical parameters that affect the design and long-term behavior of prestressed concrete bridge beams. This dissertation comprehensively …

    houston Repository record for Flexural Behavior of CFRP-Pretensioned Girders (opens in a new tab)

  3. Aspects of vibration in bridge-girders

    A theoretical comparative study of methods for determining natural frequencies of vibration and their corresponding mode shapes is presented for the case of cantilevers, simply supported and continuous beam structures. Different methods are used, such as classical, energy and matrix methods. …

    cape-town Repository record for Aspects of vibration in bridge-girders (opens in a new tab)

  4. The behaviour of curved hybrid girders

    Curved girders are used in bridges to fit predefined alignment. Hybrid girders are an innovative use of high strength steel enabling optimising moment capacity. Previous studies of curvature and hybrid girder effects have been disjointed, focusing on curved homogeneous girders and straight hybrid …

    cape-town Repository record for The behaviour of curved hybrid girders (opens in a new tab)

  5. Reliability of corroded steel bridge girders

    Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an evaluation to accurately assess the actual condition and predict the remaining …

    mit Repository record for Reliability of corroded steel bridge girders (opens in a new tab)

  6. Longitudinal Slab Splitting in Composite Girders

    … slab splitting in composite hot rolled girders and joist girders was investigated. Two different type of framing configurations were studied with two tests conducted per configuration. The framing configurations were designated as either flush-framed or haunched, which describes the …

    vt Repository record for Longitudinal Slab Splitting in Composite Girders (opens in a new tab)

  7. Concrete Bridge Girders with Exposed Flexural Reinforcement

    Reinforced concrete highway bridge girders are regularly repaired by replacing deteriorated concrete with new concrete, temporarily exposing the flexural reinforcement. The absence of bond between the concrete and steel at this stage makes it difficult to compute the flexural capacity and the …

    uwo Repository record for Concrete Bridge Girders with Exposed Flexural Reinforcement (opens in a new tab)

  8. Self-Compacting Concrete for Prestressed Bridge Girders

    … for the construction of precast prestressed SCC girders in the State of Minnesota. The primary objective of the research was to determine both short-term and long-term properties of SCC bridge girders, evaluate the applicability and accuracy of available test procedures, design equations, and …

    umn Repository record for Self-Compacting Concrete for Prestressed Bridge Girders (opens in a new tab)

  9. Analysis of Multicell Box Girders With Diaphragms

    Made available in DSpace on 2014-12-08T23:56:51Z (GMT). No. of bitstreams: 1 6711817.pdf: 4745586 bytes, checksum: 307ccdc5bdfc566f806e68de973d2708 (MD5) Previous issue date: 1967

    uiuc Repository record for Analysis of Multicell Box Girders With Diaphragms (opens in a new tab)

  10. Interface Shear Strength in Lightweight Concrete Bridge Girders

    Precast girders and cast-in-place decks are a typical type of concrete bridge construction. A key part of this type of construction is developing composite action between the girder and deck. In order to develop composite action, adequate horizontal shear resistance must be provided at the …

    vt Repository record for Interface Shear Strength in Lightweight Concrete Bridge Girders (opens in a new tab)

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

    … polymer (FRP) materials as primary bridge girders in medium span bridges (30 ft. to 75 ft.). The goal of this research is to identify the most efficient and cost-effective alternative for these corrosion-resistant materials and potentially extend the lifespan of these bridges up to 75 …

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

  12. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders

    … in the load-carrying capacity of the bridge girders. Consequently, decisions need to be made on whether to replace, retrofit, or load post these bridges. Extensive research has focused on the flexural strength of corroded prestressed concrete girders. This research studies the shear strength …

    vt Repository record for Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders (opens in a new tab)

  13. C-Grid as Shear Reinforcement in Concrete Bridge Girders

    … as the flexural reinforcement in bridge girders has been extensively studied. However, CFRP transverse reinforcement has not been as rigorously investigated, and many studies have focused on CFCC stirrups. The use of C-Grid as an option for transverse reinforcing has not been previously …

    vt Repository record for C-Grid as Shear Reinforcement in Concrete Bridge Girders (opens in a new tab)

  14. Evaluation of moment redistribution for hybrid HPS 70W bridge girders

    … that the use of hybrid steel bridge I-shaped girders (specifically sections incorporating Grade 50 webs and High Performance Steel (HPS) 70W flanges) can produce steel weight savings and overall design economy for a wide range of typical steel bridge superstructures. Additionally, recent …

    wvu Repository record for Evaluation of moment redistribution for hybrid HPS 70W bridge girders (opens in a new tab)

  15. Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue

    Several studies have identified distortion-induced fatigue as the leading cause of cracks in steel bridges built prior to the mid-1980s. Experimental and computer simulations of 914-mm (36-in.) deep girder-cross frame subassemblies subjected to cyclic loading were carried out to study the effects …

    ku Repository record for Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue (opens in a new tab)

  16. Nontraditional Limitations on the Shear Capacity of Prestressed Concrete Girders

    It was also determined that the requirement for longitudinal tension reinforcement near the support included in the 4th edition of the AASHTO LRFD Bridge Design Specifications may underestimate the demand on longitudinal tension reinforcement. Alternatively an equilibrium based approach is …

    uiuc Repository record for Nontraditional Limitations on the Shear Capacity of Prestressed Concrete Girders (opens in a new tab)

  17. Static and Dynamic Response of Helically Curved Thin-Walled Girders

    … dynamic response of helically curved thin-walled girders. The girder is assumed to possess a doubly symmetric, open cross-section with principal axes oriented in the directions of the normal and binormal vectors to the helical curve described by the cross-section center of gravity.

    uiuc Repository record for Static and Dynamic Response of Helically Curved Thin-Walled Girders (opens in a new tab)

  18. CAD files and the computerized design of beams and girders

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1986.

    mit Repository record for CAD files and the computerized design of beams and girders (opens in a new tab)

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