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Showing 1 to 20 of 24 for “"crack widths"”.

  1. Bending behavior of concrete T-beams reinforced with glass fiber-reinforced polymer (GFRP) bars

    … modes, deformability factors, pre- and post-cracking deflections and crack widths at first crack and at ultimate failure of T-beams.;Eight concrete T-beams with two different flange widths and two reinforcement configurations were tested under four point bending to study the factors cited …

    wvu Repository record for Bending behavior of concrete T-beams reinforced with glass fiber-reinforced polymer (GFRP) bars (opens in a new tab)

  2. Measurable parameters for performance of correded and repaired RC beams under load

    … Parameters that were looked at were corrosion crack widths and longitudinal strains together with their derivatives.

    cape-town Repository record for Measurable parameters for performance of correded and repaired RC beams under load (opens in a new tab)

  3. Examination of flexural crack width prediction in concrete: comparison of analytical and numerical models

    The reliability of crack prediction methods in concrete design plays a role in the degree of confidence with which durability can be ensured. Bond failure between concrete and the embedded reinforcing steel exposes the steel surface within a crack path. This relative slip results from differential …

    cape-town Repository record for Examination of flexural crack width prediction in concrete: comparison of analytical and numerical models (opens in a new tab)

  4. Corrosion performance of coated steel bars in cracked and uncracked reinforced concrete beams

    … enhanced bonding to concrete thereby reducing cracking within transportation bridge deck systems. It aims to improve upon conventional smooth epoxy-coated reinforcing bar (ECR) by providing a multi-layered thicker and texturized coating. Where the texturized surface aims to improve the bond …

    uiuc Repository record for Corrosion performance of coated steel bars in cracked and uncracked reinforced concrete beams (opens in a new tab)

  5. Deterioration and Cracking in Reinforced Concrete Bridges

    … of the internal steel reinforcement and cracking of the concrete cover. Thus, half-joints are particularly vulnerable to bond degradation due to corrosion and cracking. To develop an improved understanding of deterioration in reinforced concrete, and half-joints in particular, three …

    cambridge Repository record for Deterioration and Cracking in Reinforced Concrete Bridges (opens in a new tab)

  6. Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement

    … and deck, such as failure load, failure mode, cracking load, crack widths, deflections, and internal stresses, were examined. Four tests were performed on the deck, all of which tested the deck in negative moment regions. From the tests, it was concluded that the design of the deck was very …

    vt Repository record for Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement (opens in a new tab)

  7. Digital State Models for Infrastructure Condition Assessment and Structural Testing

    … to traditional sensors (e.g., digital caliper, crack microscope, wire potentiometer). Overall, features measured from the 3D point clouds data presented a maximum error of ±0.10 in. (±2.5 mm); and surface features (i.e., crack widths) measured from the texture information in textured polygon …

    vt Repository record for Digital State Models for Infrastructure Condition Assessment and Structural Testing (opens in a new tab)

  8. Field observations of the early-age behavior of jointed plain concrete pavements

    … to develop non-uniform, transverse saw-cut joint-crack developments and extensive slab movement behaviors, which cause unwanted premature joint failures. Phase I of this study determined the variables associated with the sporadic, large joint opening development by literature review, laboratory …

    wvu Repository record for Field observations of the early-age behavior of jointed plain concrete pavements (opens in a new tab)

  9. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates

    … bay and overhang section. Throughout the test, crack widths, crack locations, deflections, concrete strains, and reinforcing bar strains were monitored. The post-tensioned flat plate was designed to just meet the maximum allowable stress requirements of ACI 318. Minimal quantities of hairline …

    vt Repository record for Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates (opens in a new tab)

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

    … instrumentation to capture initiation of shear cracking. Shear capacity calculations following four methods were compared to test results. The design method should follow the AASHTO modified compression field theory with equations for β and θ. The manufacturer's guaranteed strength should be …

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

  11. Performance Assessment of Shear-critical Reinforced Concrete Plane Frames

    … load-deflection response, reinforcement strains, crack widths, failure mode, failure displacement, total energy dissipation, displacement ductility ratio, and post-peak vibrational characteristics.

    toronto-retro Repository record for Performance Assessment of Shear-critical Reinforced Concrete Plane Frames (opens in a new tab)

  12. Numerical modelling of time-dependent cracking and deformation of reinforced concrete structures

    For a structure to remain serviceable, crack widths must be small enough to be acceptable from an aesthetic point of view, small enough to avoid waterproofing problems and small enough to prevent the ingress of water that may lead to corrosion of the reinforcement. Crack control is therefore an …

    unsw Repository record for Numerical modelling of time-dependent cracking and deformation of reinforced concrete structures (opens in a new tab)

  13. Model-based optimization of ultra high performance concrete highway bridge girders

    … test. The UHPC model is combined with maximum crack width criteria, which aptly define the Service Limit State (SLS) and the Ultimate Strength Limit State (ULS) of UHPC structures, to yield a three step design strategy for UHPC bridge girders: 1) 1-D section design models suffice for initial …

    mit Repository record for Model-based optimization of ultra high performance concrete highway bridge girders (opens in a new tab)

  14. Shear Strength and Strength Degradation of Concrete Bridge Decks with GFRP Top Mat Reinforcement

    … data was collected on deflections, rebar strain, crack widths, and ultimate load. It was concluded that the existing equations, particularly the guidelines of ACI 440, are grossly over-conservative for GFRP-reinforced concrete bridge decks continuous over multiple supports. It was suggested that …

    vt Repository record for Shear Strength and Strength Degradation of Concrete Bridge Decks with GFRP Top Mat Reinforcement (opens in a new tab)

  15. DEVELOPMENT AND APPLICATION OF SMART CARBON-BASED COATINGS FOR MULTIFUNCTIONAL SENSING OF CEMENTITIOUS STRUCTURES

    … environments, up to average crack widths (116 ± 45 μm or 33 ± 3 μm) inversely proportional to the distance from the corroding steel. When monitoring self-healing substrates, autogenous and bacteria-driven processes reduced coating’s resistivity, while polyurethane foam and …

    cambridge Repository record for DEVELOPMENT AND APPLICATION OF SMART CARBON-BASED COATINGS FOR MULTIFUNCTIONAL SENSING OF CEMENTITIOUS STRUCTURES (opens in a new tab)

  16. Comparative study on the behaviour of concrete reinforced with FRP and steel singly reinforced beams

    … concrete reinforced with FRP. Its failure modes, crack width and patterns, and deformation of the reinforcing material. The experimental work consisted of testing a total of 5 simply supported beams, each tested under four-point loading until failure. One beam consisted of steel reinforcement, …

    cape-town Repository record for Comparative study on the behaviour of concrete reinforced with FRP and steel singly reinforced beams (opens in a new tab)

  17. Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays

    … of durability in repairs, early-age shrinkage cracking in overlay materials is of utmost importance. Fiber-reinforcement can be used to alleviate some of the issues related to plastic shrinkage. However, quantifying the performance of cement-based composites under restrained shrinkage …

    ubc Repository record for Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays (opens in a new tab)

  18. Ductility and deformability of FRP strengthened reinforced concrete structures

    … forewarning of impending failure.<br/><br/>The crack patterns of strengthened elements vary considerably from un-strengthened ones, particularly with respect to beams. Cracks in strengthened members tend to be smaller and narrower, with an increased crack density. Additionally, cracks in …

    southwales Repository record for Ductility and deformability of FRP strengthened reinforced concrete structures (opens in a new tab)

  19. The development of empirical chloride-induced corrosion rate prediction models for cracked and uncracked steel reinforced concrete structures in the marine tidal zone

    … corrosion rate prediction models for cracked and uncracked reinforced concrete (RC) structures in the marine tidal exposure zone are proposed in this study. The data used to develop the models were obtained from parallel corrosion experiments carried out by exposing half of 210 beam …

    cape-town Repository record for The development of empirical chloride-induced corrosion rate prediction models for cracked and uncracked steel reinforced concrete structures in the marine tidal zone (opens in a new tab)

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