Global ETD Search

Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.

Results

Showing 1 to 16 of 16 for “"flexural behaviour"”.

  1. Flexural Behaviour of Steel Fibre Reinforced Concrete Tunnel Linings

    … to focus on methods of evaluating their flexural strength and stiffness. This thesis presents the results of an experimental and numerical investigation of the flexural behaviour of full-scale steel fibre reinforced concrete tunnel lining segments. A series of a three-point flexure tests …

    uwo Repository record for Flexural Behaviour of Steel Fibre Reinforced Concrete Tunnel Linings (opens in a new tab)

  2. Flexural Behaviour of Concrete Beams with High Strength Reinforcement

    … design to 500 MPa. This thesis investigates the flexural behavior of concrete beams reinforced with HSR to assess whether current code provisions are appropriate. Curvature ductility ratios are calculated for cross-sections with varying concrete compressive strengths, and reinforcement types and …

    uwo Repository record for Flexural Behaviour of Concrete Beams with High Strength Reinforcement (opens in a new tab)

  3. Flexural behaviour of continuously supported FRP reinforced concrete beams.

    … support that significantly influenced their behaviour. The ACI 440.1R-06 equations have been validated against experimental results of beams tested. Comparisons between experimental results and those obtained from simplified methods proposed by the ACI 440 Committee show that ACI 440.1R-06 …

    bradford Repository record for Flexural behaviour of continuously supported FRP reinforced concrete beams. (opens in a new tab)

  4. Short-term and time-dependent flexural behaviour of steel fibre-reinforced reactive powder concrete

    … theoretical study of the material and structural behaviour of a Steel-Fibre reinforced Reactive Powder Concrete (SF-RPC). The experimental program consisted of three phases. Phase 1 involved the development of a design mix for use throughout the remainder of the study. Phase 2 consisted of an …

    unsw Repository record for Short-term and time-dependent flexural behaviour of steel fibre-reinforced reactive powder concrete (opens in a new tab)

  5. Flexural Behaviour of Geopolymer Concrete T-beams Reinforced with FRP or Hybrid FRP/Steel bars

    … The main aim of this study is to examine the flexural behaviour of geopolymer concrete T-beams reinforced with GFRP or Hybrid GFRP/Steel bars. To achieve this aim, twelve geopolymer concrete flanged beams reinforced with various combinations with steel and GFRP bars were experimentally tested, …

    bradford Repository record for Flexural Behaviour of Geopolymer Concrete T-beams Reinforced with FRP or Hybrid FRP/Steel bars (opens in a new tab)

  6. Evaluation of concrete patch repairs

    … for removing defective concrete, b) the flexural behaviour of 6 different types of generic repair materials, c) the water permeability of the above 6 types of generic repair materials, and d) the parameters which influence the adhesive strength of patch repairs. In order to evaluate the …

    city-london Repository record for Evaluation of concrete patch repairs (opens in a new tab)

  7. Flexural Mechanics of Creased Thin Metallic Strips

    … were formed. This dissertation investigates the flexural behaviour of a creased thin metallic strip and the influence of the crease geometry. When a strip is bent perpendicular to the crease, putting the crease region in tension and the strip edges in compression, initially torsional deformations …

    cambridge Repository record for Flexural Mechanics of Creased Thin Metallic Strips (opens in a new tab)

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

    … 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 segments, incorporating bonded connections and away from connections. A design-oriented analytical …

    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)

  9. Fibre Modification for Concrete Reinforcement using a Novel Atmospheric Microwave Induced Plasma Torch (MIPT)

    … the effect of the plasma treatment on the flexural behaviour of cementitious composites was investigated using three-point bending. The results show some improvement in the fibre surface properties, so there is a potential of using the developed plasma system in the production of …

    liverpool-jm Repository record for Fibre Modification for Concrete Reinforcement using a Novel Atmospheric Microwave Induced Plasma Torch (MIPT) (opens in a new tab)

  10. Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear

    … costs. The effect that such a slab has on flexural and shear behaviour of the bridge deck has been studied both analytically and experimentally by considering composite beams based on M-8 standard precast beam section. Comparison of the design of bridge decks with a prestressed slab and a …

    whiterose Repository record for Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear (opens in a new tab)

  11. Numerical and Experimental Investigations on Static Behaviour of Composite Cold-Formed Steel and Timber Flooring System

    … and numerical investigation into the flexural behaviour of composite cold-formed steel and timber flooring systems considering the beneficial effect of composite action. As a part of an experimental program, thirteen full-scale composite beam tests were carried out. CFS C-sections with …

    uts Repository record for Numerical and Experimental Investigations on Static Behaviour of Composite Cold-Formed Steel and Timber Flooring System (opens in a new tab)

  12. Behaviour of continuous concrete T-beams reinforced with hybrid FRP/Steel bars

    This work aims to investigate the flexural behaviour of continuous hybrid reinforced concrete T-beams (HRCT). The investigations consist of three parts; the computational part, the experimental part and the finite element analysis. The computational part included two parts, the first one is …

    bradford Repository record for Behaviour of continuous concrete T-beams reinforced with hybrid FRP/Steel bars (opens in a new tab)

  13. Behaviour of continuous concrete T-beams reinforced with hybrid FRP/Steel bars

    This work aims to investigate the flexural behaviour of continuous hybrid reinforced concrete T-beams (HRCT). The investigations consist of three parts; the computational part, the experimental part and the finite element analysis. The computational part included two parts, the first one is …

    bradford Repository record for Behaviour of continuous concrete T-beams reinforced with hybrid FRP/Steel bars (opens in a new tab)

  14. Retrofitting of Mechanically Degraded Concrete Structures Using Fibre Reinforced Polymer Composites

    … involves the study of the short term loaded behaviour of mechanically degraded reinforced concrete (RC) flexural elements, which are strengthened with fibre reinforced polymer (FRP) composites. The two main objectives have been: (a) to conduct a series of realistic tests, the results of which …

    southwales Repository record for Retrofitting of Mechanically Degraded Concrete Structures Using Fibre Reinforced Polymer Composites (opens in a new tab)