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Showing 1 to 20 of 64 for “"Composite beam"”.

  1. Nonlinear Forced Vibration of an Unsymmetrically Laminated Composite Beam

    … forced vibration of an unsymmetrically laminated composite beam. Two cases are considered: unsymmetrical angle-ply and unsymmetrical cross-ply composite beams. The nonlinear governing partial differential equations of motion are obtained by taking into account the von-Karman geometrical …

    embry-riddle Repository record for Nonlinear Forced Vibration of an Unsymmetrically Laminated Composite Beam (opens in a new tab)

  2. Experiments on a Hybrid Composite Beam for Bridge Applications

    … a study of the structural behavior of Hybrid-Composite Beams (HCB) consisting of a fiber reinforced polymer (FRP) shell with a concrete arch tied with steel prestressing strands. The HCB offers advantages in life cycle costs through reduced transportation weight and increased corrosion …

    vt Repository record for Experiments on a Hybrid Composite Beam for Bridge Applications (opens in a new tab)

  3. Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge

    A test program for the Hybrid-Composite Beam (HCB) was conducted prior to its use for the replacement of a skewed, simply-supported bridge (Tide Mill Bridge). The HCB is an innovative combination of conventional materials and ideas in a structural beam. The beam consists of a concrete arch tied …

    vt Repository record for Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge (opens in a new tab)

  4. Numerical Modeling and Analysis of Composite Beam Structures Subjected to Torsional Loading

    … solution for the torsion problem of laminated composites. He adopted the traditional formulation of the torsion problem based on Saint Venant's torsion theory. The eigenfunction expansion method was employed to solve the formulated problem. The analytical method is proposed in this study …

    vt Repository record for Numerical Modeling and Analysis of Composite Beam Structures Subjected to Torsional Loading (opens in a new tab)

  5. The behaviour of composite beam-to-column flush end plate connections using blind bolts

    … bolting technique made it possible to connect beams to CFST columns economically without the need for access within the hollow section. However, the connections developed using this technique remain a concern for engineers due to lack of experience and poor guidelines specifically under cyclic …

    unsw Repository record for The behaviour of composite beam-to-column flush end plate connections using blind bolts (opens in a new tab)

  6. Structural Analysis of a Pultruded Composite Beam: Shear Stiffness Determination and Strength and Fatigue Life Predictions

    … of a particular fiber-reinforced polymeric composite structural beam, a 91.4 cm (36 inch) deep pultruded double-web beam (DWB) designed for bridge construction. Part 1 focuses on calculating the Timoshenko shear stiffness of the DWB and understanding what factors may introduce error in the …

    vt Repository record for Structural Analysis of a Pultruded Composite Beam: Shear Stiffness Determination and Strength and Fatigue Life Predictions (opens in a new tab)

  7. A simple finite element for the dynamic analysis of rotating composite beams

    … to the helicopter rotors, specifically laminated composite rotor blades. Realizing the immense complexity of the problem, a beginning has been made by developing a structural model for a rotating composite beam. Present work has three objectives; 1) To carry out an extensive survey of research …

    vt Repository record for A simple finite element for the dynamic analysis of rotating composite beams (opens in a new tab)

  8. Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders

    … flow demands at the steel-concrete interface of composite bridge girders. As stud pitch increases to beyond 24 in or as studs become clustered to account for pre-cast concrete decks, this assumed shear demand distribution may be unrepresentative. Understanding shear transfer and resulting demands …

    arkansas Repository record for Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders (opens in a new tab)

  9. Nanoparticle-based Organic Energy Storage with Harvesting Systems

    … energy from a self-induced flutter of a thin composite beam. The composite beam consisted of an MFC patch bonded near the clamped end and placed vertically in the center of a wind tunnel test section. The self sustaining energy harvesting from the unimorph composite beam is exploited. The …

    vt Repository record for Nanoparticle-based Organic Energy Storage with Harvesting Systems (opens in a new tab)

  10. Buckling and postbuckling analysis of delaminated beams under compressive loads

    … on the buckling behavior of a delaminated beam. In the first part, a simple model for predicting the linearized buckling of a composite beam with multiple delaminations is described. The study employs an energy method and arbitrary assumed displacements. Lagrange multipliers are used to …

    uiuc Repository record for Buckling and postbuckling analysis of delaminated beams under compressive loads (opens in a new tab)

  11. Towards a Self-Powered Structural Health Monitoring Smart Tire

    … Experimental work was conducted on an aluminum beam and on a tire section with commercially available piezoelectric sensors. The use of a high voltage impedance analyzer was demonstrated to provide insight on damage type and damage location. Two sensors were connected in parallel as an effective …

    vt Repository record for Towards a Self-Powered Structural Health Monitoring Smart Tire (opens in a new tab)

  12. Behaviour of demountable shear connectors in composite structures

    … as an alternative to welded shear connectors in composite structures through push off tests and composite beam tests. Push off tests were conducted to examine the shear strength, stiffness and ductility of demountable shear connectors in composite structures. The experimental results showed that …

    bradford Repository record for Behaviour of demountable shear connectors in composite structures (opens in a new tab)

  13. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project

    Fiber reinforced polymeric (FRP) composite materials are beginning to find use in construction and infrastructure applications. Composite members may potentially provide more durable replacements for steel and concrete in primary and secondary bridge structures, but the experience with composites …

    vt Repository record for Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project (opens in a new tab)

  14. Parametric vibration of composite beams with integrated shape memory alloy elements

    … is concerned with parametric vibration in composite beam structures with shape memory alloy elements. As a precursor to this investigation, a flexible steel beam of rectangular uniform cross-section is considered with a lumped end mass under a parametric excitation. A single frequency …

    glasgow Repository record for Parametric vibration of composite beams with integrated shape memory alloy elements (opens in a new tab)

  15. Zur physikalisch nichtlinearen Analyse von Verbund-Stabtragwerken unter quasi-statischer Langzeitbeanspruchung

    … the physically nonlinear analysis of different composite beam designs for building and bridge structures which are subjected mainly to bending stresses under quasi-static, long-term loading. In addition, the utilization of these methods, including materials and modelling concepts, are shown in a …

    qucosa-diss

  16. Thermal Bending, Buckling and Post-Buckling Analysis of Unsymmetrically Laminated Composite Beams with the Effects of Moisture and Geometric Imperfections

    … and post-buckling of unsymmetrically laminated composite beams with imperfection under hygrothermal effects. Three different boundary conditions will be considered on this study. The non-linear governing partial differential equations are derived by taking into account the von-Karman geometrical …

    embry-riddle Repository record for Thermal Bending, Buckling and Post-Buckling Analysis of Unsymmetrically Laminated Composite Beams with the Effects of Moisture and Geometric Imperfections (opens in a new tab)

  17. Strength of welded headed studs in ribbed metal deck on composite joists

    Standards for stud strength in composite joists are presently not available. Existing standards for composite design are targeted for composite beam design while design of a composite joist requires more emphasis on stud strength to fully develop the joist bottom chord. Stud placement in the deck …

    vt Repository record for Strength of welded headed studs in ribbed metal deck on composite joists (opens in a new tab)

  18. Fatigue Behavior Of Continuous Fiber-Reinforced Composite Beams

    … the fatigue behavior of glass fiber-reinforced composite beams. Due to their highly anisotropic properties, composite beams have different failure modes at different stages of fatigue life. The results of the four-point bending fatigue tests show that the material follows different failure …

    nodak Repository record for Fatigue Behavior Of Continuous Fiber-Reinforced Composite Beams (opens in a new tab)

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