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 20 of 49 for “"Shear behavior"”.

  1. Shear behavior and microstructures of confined colloidal suspensions

    … electrostatic potential. Stress versus shear rate behavior is examined as a function of particle volume fraction, gap size, and shear history. Microstructures for systems at equilibrium and under shear are investigated by direct observation of particle configurations and by scattering …

    uiuc Repository record for Shear behavior and microstructures of confined colloidal suspensions (opens in a new tab)

  2. Shear Behavior of Reinforced Concrete Beams and Prestressed Concrete Beams

    … to the use of high strength concrete (HSC) in shear design, an experimental study, Project 12-56 ""Application of the LRFD Bridge Design Specifications to High-Strength Structural Concrete: Shear Provisions"" funded by the National Cooperation Highway Research Program (NCHRP), has been …

    uiuc Repository record for Shear Behavior of Reinforced Concrete Beams and Prestressed Concrete Beams (opens in a new tab)

  3. Shear behavior and design of joints in precast concrete segmental bridges

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.

    mit Repository record for Shear behavior and design of joints in precast concrete segmental bridges (opens in a new tab)

  4. Shear behavior of full-scale reinforced concrete members strengthened with anchored CFRP materials

    Numerous studies on shear strengthening with CFRP material are reported in the literature. However, the majority of these studies were conducted on small-scale specimens that have little or no transverse reinforcement. A comprehensive review of the literature showed that without proper anchorage, …

    texas Repository record for Shear behavior of full-scale reinforced concrete members strengthened with anchored CFRP materials (opens in a new tab)

  5. Characterizing the Shear Behavior of Ultra-High-Performance Concrete through the Universal Panel Tester

    The limited understanding of the shear behavior of Ultra-High-Performance Concrete (UHPC), especially under the effects of axial loads and varying scales, poses challenges to the formulation of reliable design models. Although UHPC is being utilized in structural applications, its complex behavior

    houston Repository record for Characterizing the Shear Behavior of Ultra-High-Performance Concrete through the Universal Panel Tester (opens in a new tab)

  6. Shear Behavior and Capacity of Large Scale Prestressed High Strength Concrete Bulb -Tee Girders

    … Theory (CDFT), was developed for predicting the shear response of prestressed/reinforced concrete members. Compared to other existing models, it could capture the discrete displacement due to crack opening and crack slip along crack surface and can take account the variation of stresses in …

    uiuc Repository record for Shear Behavior and Capacity of Large Scale Prestressed High Strength Concrete Bulb -Tee Girders (opens in a new tab)

  7. Joint Shear Behavior of Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Loading

    … in total) was constructed. RC joint shear behavior (joint shear stress v. joint shear strain) was described as an envelope curve by connecting key points displaying the most distinctive stiffness changes. At the identified key points, qualitative assessment on influence parameters on …

    uiuc Repository record for Joint Shear Behavior of Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Loading (opens in a new tab)

  8. NFEA Modeling of RC Beams Having Exposed Longitudinal Reinforcement: Effects of Debonding on Shear Behavior

    … element that provides a description of shear response. The element formulation is derived based on a two-dimensional micro-plane approach, where the material state of stress is defined by a two-dimensional state of strain. The advantages of the proposed model over other methods are …

    uiuc Repository record for NFEA Modeling of RC Beams Having Exposed Longitudinal Reinforcement: Effects of Debonding on Shear Behavior (opens in a new tab)

  9. Bending and Shear Behavior of Pultruded Glass Fiber Reinforced Polymer Composite Beams With Closed and Open Sections

    … focuses on the design of members in flexure and shear under different failure modes, where the current failure load prediction models proposed within have been shown to be highly inaccurate based on experimental data and evaluation performed by researchers at the West Virginia University …

    wvu Repository record for Bending and Shear Behavior of Pultruded Glass Fiber Reinforced Polymer Composite Beams With Closed and Open Sections (opens in a new tab)

  10. Performance of Reinforced Concrete Edge Beam -Column -Slab Connections Subjected to Earthquake Loading

    … fact not rigid, but rather undergo significant shear deformations that contribute greatly to global drift. Therefore, the ""rigid joint"" assumption may result in misinterpretation of the global performance characteristics of frames and could consequently lead to miscalculation of strength and …

    uiuc Repository record for Performance of Reinforced Concrete Edge Beam -Column -Slab Connections Subjected to Earthquake Loading (opens in a new tab)

  11. Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups

    … have been conducted to investigate the shear behavior of RC members with FRP bar. However, the shear strength design of FRPRC beams is similar to that of RC beams with steel bar except that the mechanical properties of FRP bars which affect the shear strength design shall be considered. …

    uthm Repository record for Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups (opens in a new tab)

  12. A Softened Membrane Model for UHPC (SMM-UHPC)

    Understanding the shear behavior of Ultra-High-Performance (UHPC) is crucial to prevent undesired responses that could be induced by diagonal shear cracks. Hence, the ability of analytical models to predict shear responses of UHPC members is of paramount importance. This issue is addressed in this …

    houston Repository record for A Softened Membrane Model for UHPC (SMM-UHPC) (opens in a new tab)

  13. Behavior and temporal-based effects of sustainable self-consolidating concrete in bridge structures

    … and a field study of time-dependent field-based behavior of HS-SCC in Bridge A7957 MO, USA. In the first part, an experimental program was conducted to develop a new class of SCC incorporating up to 70% cement replacement with fly ash. Three replacement levels (50%, 60%, and 70%) by weight were …

    must-thes Repository record for Behavior and temporal-based effects of sustainable self-consolidating concrete in bridge structures (opens in a new tab)

  14. A novel direct shear apparatus to evaluate internal shear strength of geosynthetic clay liners for mining applications

    … of GCL as well as hydraulic and mechanical behavior for different applications. In particular, the internal shear strength of GCLs is an important design consideration since GCLs often are installed on sloped surfaces that induced internal shear and normal stresses. The objective of this …

    colostate Repository record for A novel direct shear apparatus to evaluate internal shear strength of geosynthetic clay liners for mining applications (opens in a new tab)

  15. Characterization and Response of Thermoplastic Composites and Constituents

    … of strain rate, as well as the through-thickness shear behavior of composite laminates. Obtaining fiber properties proved to be a challenge. The high strength and low surface energy of the fibers makes gripping specimens difficult. Several different methods of fixturing and gripping are …

    vt Repository record for Characterization and Response of Thermoplastic Composites and Constituents (opens in a new tab)

  16. Analysis of shear test methods for composite laminates

    … in four flat test specimens for in-plane shear response of composite materials subjected to mechanical or thermal loads is presented. The shear test specimens investigated include: slotted coupon, cross beam, Iosipescu, and rail shear. Results are presented in the form of normalized stress …

    vt Repository record for Analysis of shear test methods for composite laminates (opens in a new tab)

Page 1 of 3