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Showing 1 to 20 of 25 for “"bond slip"”.

  1. Prediction of Steel Force Distribution in Reinforced Concrete Members From Bond-Slip Characteristics

    Made available in DSpace on 2014-12-08T23:56:21Z (GMT). No. of bitstreams: 1 6511759.pdf: 8350412 bytes, checksum: c06df35e4168b8f3276e2a3fa3cc6e6b (MD5) Previous issue date: 1965

    uiuc Repository record for Prediction of Steel Force Distribution in Reinforced Concrete Members From Bond-Slip Characteristics (opens in a new tab)

  2. Evaluation of surface roughness and bond-slip behavior of new textured epoxy-coated reinforcing bars

    … smooth epoxy coating significantly reduces the bond between concrete and reinforcing steel, which often results in the early development of transverse cracks in bridge decks. To solve this problem, the Illinois Department of Transportation (IDOT) proposed a new type of textured epoxy-coated …

    uiuc Repository record for Evaluation of surface roughness and bond-slip behavior of new textured epoxy-coated reinforcing bars (opens in a new tab)

  3. An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints

    … can be used to study the flexural-shear-bond interaction, the failure modes, and sensitivity of various parameters of structural elements. Most of the existing analytical approaches for interior BC joints have either failed to account for the cyclic bond-slip behavior and the triaxial …

    vt Repository record for An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints (opens in a new tab)

  4. Finite Element Analysis and Experimental Validation of Reinforced Concrete Single-Mat Slabs Subjected to Blast Loads

    … investigated the effect of using various bond-slip models in studying the behavior of these twelve RC slabs subjected to blast loading. LS-DYNA®, a non-linear transient dynamic finite element analysis program, was used in this study. Finite element models for twelve slabs using the …

    umkc Repository record for Finite Element Analysis and Experimental Validation of Reinforced Concrete Single-Mat Slabs Subjected to Blast Loads (opens in a new tab)

  5. Time-dependent response of flat plate structures under high sustained load

    … good agreement. In order to isolate and study bond behavior under high sustained load, ASTM A944 (2004) beam-end tests were subjected to sustained load levels ranging from 71 percent and 100 percent of their ultimate capacity and observed until failure or at least 20 days. Four-specimen groups …

    missouri Repository record for Time-dependent response of flat plate structures under high sustained load (opens in a new tab)

  6. Numerical Simulation of Reinforced Concrete Subjected to Multiaxial Stress Conditions

    … by cracking, crushing, aggregate interlock, bond slip, dowel action, shrinkage and creep. Because the reinforced concrete involves so many nonlinear phenomena interacting with one another, the formulation of a "complete" analytical model is very difficult. The focus of this study is cast on: …

    uiuc Repository record for Numerical Simulation of Reinforced Concrete Subjected to Multiaxial Stress Conditions (opens in a new tab)

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

    … is smeared through the concrete elements and bond-slip between steel and concrete is accounted for indirectly by including the tension stiffening effect. The second approach is the localized cracking approach, in which concrete fracture models are used in conjunction with bond-slip interface …

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

  8. Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads

    … finite element models also neglected the bond-slip between FRP-adhesive-concrete interfaces in FRP strengthened RC beams. Furthermore, components such as adhesive and stirrup, which may play significant roles in structural behaviour of FRP strengthened RC beam, have been neglected in most …

    unsw Repository record for Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads (opens in a new tab)

  9. The State-based Peridynamic Lattice Model and Reinforced Concrete Structures

    … very large reinforced concrete beam, develop the bond-slip model between steel and concrete in the SPLM, and we demonstrate how to apply loads sequentially to a beam.'

    unm Repository record for The State-based Peridynamic Lattice Model and Reinforced Concrete Structures (opens in a new tab)

  10. Analytical model for reinforced concrete under cyclic loading

    … response, aggregate interlock, dowel action and bond slip come into the picture of the post-cracking response.

    uiuc Repository record for Analytical model for reinforced concrete under cyclic loading (opens in a new tab)

  11. Innovation in Piezoceramic Based Structural Health Monitoring

    … used in civil engineering. However, the bonding between the steel plate and the concrete is not well studied nor well known. This dissertation investigated detection of bond slip between the steel plate and concrete using smart aggregates. With appropriate deployment of smart aggregates …

    houston Repository record for Innovation in Piezoceramic Based Structural Health Monitoring (opens in a new tab)

  12. A generalized finite element method for three-dimensional fractures in fiber-reinforced composites

    … formulation of the Embedded Reinforcement with bond Slip (mERS) that allows its combination with the GFEM where fractures are represented using enrichment functions instead of meshes fitting the crack surface. Matrix cracks are described using discontinuous and singular functions as in the GFEM …

    uiuc Repository record for A generalized finite element method for three-dimensional fractures in fiber-reinforced composites (opens in a new tab)

  13. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames

    … into a lattice truss structure with zero-length bond-slip springs connecting them. A new steel model was implemented to more accurately capture the constitutive behavior of reinforcing bars. The joint modeling approach captured well the shear response of the joint. It also provided a good …

    vt Repository record for Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames (opens in a new tab)

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

    … 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 direction transverse to the I-beams was investigated in the positive and negative moment regions using 2,575×610×225 mm slab …

    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)

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

    … 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 tensile strain between concrete and steel that allows harmful ions to reach and then react …

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

  16. Modelling the Post-Peak Response of Existing Reinforced Concrete Frame Structures Subjected to Seismic Loading

    … it with displacements arising from flexural and bond-slip deformations to get the full lateral force-lateral displacement response. It accounts for the interaction between flexural and shear deformations inside the potential plastic hinges, the distribution of flexural and shear flexibility along …

    city-london Repository record for Modelling the Post-Peak Response of Existing Reinforced Concrete Frame Structures Subjected to Seismic Loading (opens in a new tab)

  17. The mathematical modelling of concrete constitutive relationships

    … crushing, aggregate interlock, creep, shrinkage, bond slip and rate of loading. Analytical methods have been improved in the past two decades as a result of the availibility of more powerful computers. It is, therefore, feasible to model these nonlinear features in order to conduct an analysis of …

    city-london Repository record for The mathematical modelling of concrete constitutive relationships (opens in a new tab)

  18. Characterization of behavior of steel-concrete composite members and frames with applications for design

    … composite structures were examined. The natural bond behavior of CFT columns was investigated through an examination of prior experimental work and new provisions were developed for the assessment of natural bond strength of CFT connections. The in-plane stability behavior of steel-concrete …

    uiuc Repository record for Characterization of behavior of steel-concrete composite members and frames with applications for design (opens in a new tab)

  19. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete

    … volume in the matrix. The pullout load versus slip curve was recorded, from which the pullout work and maximum pullout load for each series of parameters were obtained. The curves were fitted to an existing fiber pullout model considering bond-fracture energy, Gd, bond frictional stress, 𝛕0, …

    vt Repository record for Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete (opens in a new tab)

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