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Showing 1 to 20 of 40 for “"crack-width"”.

  1. Concrete crack width under combined reinforcement corrosion and applied load

    … resulting primarily from premature concrete cracking and spalling have an estimated cost running to $100 billion per annum world-wide. The continual demands for greater load carrying capacity of existing infrastructure only exacerbate the problem. In practice, concrete crack width propagation …

    greenwich Repository record for Concrete crack width under combined reinforcement corrosion and applied load (opens in a new tab)

  2. Experimental Mechanics of Crack Width in Full-Scale Sections of Continuously Reinforced Concrete Pavements

    … concrete pavements have numerous transverse cracks that occur naturally at variable spacing. These cracks do not affect the performance of the structure unless they widen and result in a loss of load transfer efficiency. The capacity to transfer vertical loads across a crack depends on a …

    uiuc Repository record for Experimental Mechanics of Crack Width in Full-Scale Sections of Continuously Reinforced Concrete Pavements (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. A Study of the Effect of Crack Width at Tile Joints on Soil Movement Intodrain Tile Lines

    Made available in DSpace on 2014-12-05T17:36:59Z (GMT). No. of bitstreams: 1 5805439.pdf: 5285503 bytes, checksum: 39f258f2fe8c9326bca6b3b7b3d56cb1 (MD5) Previous issue date: 1958

    uiuc Repository record for A Study of the Effect of Crack Width at Tile Joints on Soil Movement Intodrain Tile Lines (opens in a new tab)

  5. Assessing the influence of crack width on the durability potential of cracked concrete using the durability index approach

    … both in service and new, are subject to cracking. Irrespective of the cause of the cracking, cracks can increase the rate of penetration of aggressive species into concrete and modify the transport properties. Consequently, the service life of corrosionaffected RC structures may be …

    cape-town Repository record for Assessing the influence of crack width on the durability potential of cracked concrete using the durability index approach (opens in a new tab)

  6. A Critical Evaluation of the Use of Crack Width Requirements in the Durability Design of Marine Reinforced Concrete Structures

    Crack width requirements (CWRs), which aim to limit cracks in reinforced concrete (RC) to maximum prescribed values, play a major – and often dominant – role in the design of marine RC structures. However, there are several issues with the current CWRs, chief among which is the fact that, despite …

    cape-town Repository record for A Critical Evaluation of the Use of Crack Width Requirements in the Durability Design of Marine Reinforced Concrete Structures (opens in a new tab)

  7. Relationship Between Joint Performance and Geometrical and Mechanical Properties of Concrete Joints Subject to Cyclic Shear

    The ratio of crack width to maximum aggregate size is a relevant value that should be used when describing joint characteristics rather than the crack width. The results showed the critical need to systematically establish a shear stress level that is appropriate for different types of aggregates …

    uiuc Repository record for Relationship Between Joint Performance and Geometrical and Mechanical Properties of Concrete Joints Subject to Cyclic Shear (opens in a new tab)

  8. 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)

  9. Structural Health Monitoring Using Deep Learning

    … susceptible to damage over their lifespan and cracks are often the earliest noticeable form of damage. Crack width is an indicator of the severity of crack damage. Unaddressed cracks can develop to failures potentially resulting in injury, death and huge economic costs. Traditional methods such …

    southwales Repository record for Structural Health Monitoring Using Deep Learning (opens in a new tab)

  10. Low-Shrinkage Fiber-Reinforced Concrete for Infrastructure Construction and Rehabilitation

    … improved shrinkage resistance and flexural post-cracking behavior. Adding 0.66% MSF and 1.25% SRA notably reduced crack development, delayed onset of corrosion, and increased residual flexural properties of cracked beams. Adding SMMs enhanced the bond strength of FR-SCC by 10%-60%. FR-SCC with …

    must-thes Repository record for Low-Shrinkage Fiber-Reinforced Concrete for Infrastructure Construction and Rehabilitation (opens in a new tab)

  11. Laboratory evaluation of cracking in asphalt concrete

    Cracking is one of the major distresses in asphalt concrete leading to high maintenance and rehabilitation costs throughout the nations pavement infrastructure. Asphalt concrete is a three phase, heterogeneous composite consisting of aggregate, mastic, and air voids. Crack initiation, crack path …

    unm Repository record for Laboratory evaluation of cracking in asphalt concrete (opens in a new tab)

  12. Investigation of punchout distress of continuously reinforced concrete pavement

    … the structural response models on the basis of crack width, steel stresses, and concrete stresses. Distinct differences were noted between the TTICRCP model and the models which assume a uniformly distributed bond stress.

    uiuc Repository record for Investigation of punchout distress of continuously reinforced concrete pavement (opens in a new tab)

  13. The effects of impact loading on reinforced concrete panels

    … included residual strength, pendulum backswing, crack width and permanent deformation as well as 'punching' through of the panels. It was shown that residual strength was inadequate on its own to classify a specimen as failed, but had to be used in conjunction with one or more of the other damage …

    cape-town Repository record for The effects of impact loading on reinforced concrete panels (opens in a new tab)

  14. Recommendations for the design of ultra-high performance concrete structures

    … of the material and the use of a maximum crack width criterion to govern design, are explained. Next, the most current design guidelines are presented in full, with attention paid to bending and shear resistance. Comparisons with previous codes demonstrate the ability of these guidelines …

    mit Repository record for Recommendations for the design of ultra-high performance concrete structures (opens in a new tab)

  15. Service life extension of reinforced concrete structures using hydrophobic impregnation

    … industry. Furthermore, the appearance of cracks can be considered as an inevitable phenomenon in the design life of reinforced concrete structures, due to concrete being an inherently cracked material. The presence of cracks within the cover zone changes the dynamics of transport …

    cape-town Repository record for Service life extension of reinforced concrete structures using hydrophobic impregnation (opens in a new tab)

  16. Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks

    … survey results indicate that the average crack width and crack density for decks without SIPMFs were greater by 41 and 25 percent, respectively, than the corresponding values for decks with SIPMFs and that decks without SIPMFs had more potholes than decks with SIPMFs. However, the …

    byu Repository record for Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks (opens in a new tab)

  17. Behaviour of massive reinforced concrete sections in seawater

    … II), corrosion in statically and dynamically cracked sections (Phase III) and structural response of heavily corroded individual and lapped bar sections (Phase IV).<br/><br/>Phase I work shows a marked difference between submerged exposures to seawater as opposed to NaCl solution, the …

    dundee Repository record for Behaviour of massive reinforced concrete sections in seawater (opens in a new tab)

  18. Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks

    … deflection calculations, bond coefficient for crack width calculations, and development length. The results and conclusions address design concerns of the different types of FRP bars as applied in the top mat of reinforcement of a bridge deck. A secondary objective was to evaluate the disparity …

    vt Repository record for Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks (opens in a new tab)

  19. Cracking of reinforced concrete structural walls subjected to cyclic loading

    … subject of this thesis is the examination of the cracking behavior and seismic response of reinforced concrete structural walls. This examination is being made using the results of a series of experiments conducted at the University of Illinois at Urbana-Champaign as part of the Network for …

    uiuc Repository record for Cracking of reinforced concrete structural walls subjected to cyclic loading (opens in a new tab)

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