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Showing 1 to 20 of 101 for “"bending moments"”.

  1. The experimental determination of rotor blade dynamic bending moments of a 10-kw wind turbine

    … effects of wind shear and gravity on rotor blade bending moments. A drag sphere based wind measuring system was designed to measure rapid fluctuations in wind velocity at two different heights. However, severe power line noise problems with the low level signals forced the use of standard rotating …

    vt Repository record for The experimental determination of rotor blade dynamic bending moments of a 10-kw wind turbine (opens in a new tab)

  2. Elastic Stress Analysis of an Adhesive Lap-Joint Subjected to Tension, Shear Force and Bending Moments

    Made available in DSpace on 2014-12-12T00:25:53Z (GMT). No. of bitstreams: 1 7317349.pdf: 3940724 bytes, checksum: 4027fc0f518af228ff52b77e363b08d6 (MD5) Previous issue date: 1972

    uiuc Repository record for Elastic Stress Analysis of an Adhesive Lap-Joint Subjected to Tension, Shear Force and Bending Moments (opens in a new tab)

  3. Theoretical Analysis of the Effects of Openings on the Bending Moments Insquare Plates With Fixed Edges

    Made available in DSpace on 2014-12-05T17:37:10Z (GMT). No. of bitstreams: 1 6003916.pdf: 3430252 bytes, checksum: 4abd8b6cc42fa35d51251fa849ea552a (MD5) Previous issue date: 1960

    uiuc Repository record for Theoretical Analysis of the Effects of Openings on the Bending Moments Insquare Plates With Fixed Edges (opens in a new tab)

  4. Bending of a Flat Circular Plate With a Central Hole Due to Evenly Spaced Bending Moments at the Outside.

    … under action of uniformly distributed radial bending moments applied over discrete zones at the outer boundary in an evenly spaced fashion. The solution was obtained from small-deflection plate theory as developed by LaGrange with the use of the boundary conditions formulated by Kirchhoff. A …

    uab Repository record for Bending of a Flat Circular Plate With a Central Hole Due to Evenly Spaced Bending Moments at the Outside. (opens in a new tab)

  5. A Comparison of the Bending Moments, Shears and Deflections for Suspension Bridges With Continuous and Two-Hinged Stiffening Trusses

    Made available in DSpace on 2014-12-05T17:37:01Z (GMT). No. of bitstreams: 1 5900549.pdf: 7140341 bytes, checksum: 186f15407336d450de52e97e2bdfa3e2 (MD5) Previous issue date: 1958

    uiuc Repository record for A Comparison of the Bending Moments, Shears and Deflections for Suspension Bridges With Continuous and Two-Hinged Stiffening Trusses (opens in a new tab)

  6. Analysis of Force-Limiting Capabilities of Football Neck Collars

    … locations. The Cowboy Collar reduced lower neck bending moments in the front position, but raised upper neck bending moments. It also reduced lower neck bending moments in the side position, but only in the raised configuration. The Bullock Collar was effective at reducing lower neck bending

    vt Repository record for Analysis of Force-Limiting Capabilities of Football Neck Collars (opens in a new tab)

  7. Flexural behavior of prestressed concrete monoblock crossties

    … model was also used to calculate theoretical bending moment values under ballast reactions measured in the field. Based on the results of these analyses, recommendations to improve current design and maintenance practices for prestressed concrete crossties are presented. To measure the bending

    uiuc Repository record for Flexural behavior of prestressed concrete monoblock crossties (opens in a new tab)

  8. Winglet Performance Evaluation through the Vortex Lattice Method

    … on drag, range, fuel burn, as well as wing root bending moments. The results of the research show that winglet span and cant angle offer the highest gains in terms of performance while taper ratio and sweep angle have a minor contribution. In general, all winglets provided an increase in …

    embry-riddle Repository record for Winglet Performance Evaluation through the Vortex Lattice Method (opens in a new tab)

  9. Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses

    … As a result of these loading conditions, large bending moments can develop in the batter piles and these moments need to be accounted for as part of the T wall design. The goal of this research is to develop a more complete understanding of the pile bending moments in T wall systems, …

    vt Repository record for Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses (opens in a new tab)

  10. Performance of a propped retaining wall at the CTRL, Ashford

    … installed<br/>in an overconsolidated clay. Pile bending moments, prop loads, pore water pressures and<br/>lateral earth pressures were logged automatically at intervals of up to 5 minutes<br/>throughout construction (and for 4 years afterwards) and wall deflections were measured<br/>during …

    soton Repository record for Performance of a propped retaining wall at the CTRL, Ashford (opens in a new tab)

  11. Upper Extremity Interaction with a Helicopter Side Airbag: Injury Criteria for Dynamic Hyperextension of the Female Elbow Joint

    … Two out of the 10 tests resulted in high elbow bending moments of 128 Nm and 144 Nm. Part II included dynamic hyperextension tests on 24 female cadaver elbow joints. The energy source was a drop tower utilizing a three-point bending configuration to apply elbow bending moments matching the …

    vt Repository record for Upper Extremity Interaction with a Helicopter Side Airbag: Injury Criteria for Dynamic Hyperextension of the Female Elbow Joint (opens in a new tab)

  12. Effect of deep excavation on an adjacent pile foundation

    … the development of horizontal deformations and bending moments due to the excavation process. The computed results for end-bearing piles (42m long) are compared with semi-empirical design methods proposed by Poulos and Chen (1997). In general, this design method substantially underestimates the …

    mit Repository record for Effect of deep excavation on an adjacent pile foundation (opens in a new tab)

  13. Quantification of prestressed concrete railway crosstie flexural response: Implications for mechanistic design

    … to accurately quantify the revenue service field bending moments of concrete crossties and their variability due to support conditions and other factors. This dissertation describes the development, deployment, and validation of a method to quantify crosstie bending moments using concrete surface …

    uiuc Repository record for Quantification of prestressed concrete railway crosstie flexural response: Implications for mechanistic design (opens in a new tab)

  14. Feasibility of open web rafters constructed of single angles

    … the members on out-or-plane displacements, and bending moments and stresses in the chord and web members. This computer model modeled the eccentricities and unsymetric section properties of the single angles. A study of the effect of out-or-plane bracing on the bending moments and stresses was …

    vt Repository record for Feasibility of open web rafters constructed of single angles (opens in a new tab)

  15. Seismic performance of single-propped retaining walls

    … by considering the wall deflections, bending moments, earth pressures and surface settlements for each of the applied ground motions. Based on the horizontal deflection of the walls, three distinct categories of performance were observed and characterized. Results of the parametric …

    mit Repository record for Seismic performance of single-propped retaining walls (opens in a new tab)

  16. Experimental and Analytical Investigation of the Shear Strength of Unstiffened Tapered Steel Members

    … reasons of economy. By varying the resistance to bending in similar proportion to the bending moments, more economical structures can be obtained. The beam and column connection, or knee area, is generally subject to the greatest bending moments. It is therefore comprised of the deepest sections …

    vt Repository record for Experimental and Analytical Investigation of the Shear Strength of Unstiffened Tapered Steel Members (opens in a new tab)

  17. Geometrically nonlinear analysis of composite laminates using a refined shear deformation shell theory

    … approximations of the displacements and bending moments (i.e., mixed formulation), and therefore only C°-approximations are required. Further, the mixed variational formulations developed herein suggest that the bending moments can be interpolated using discontinuous approximations …

    vt Repository record for Geometrically nonlinear analysis of composite laminates using a refined shear deformation shell theory (opens in a new tab)

  18. Full-Scale Lateral Load Test of a 3x5 Pile Group in Sand

    … loads than did the pile group in clay. Maximum bending moments appeared largest in first row piles. For all deflection levels, first row moments seemed slightly smaller than those measured in the single pile. Maximum bending moments for the second through fifth rows appeared consistently lower …

    byu Repository record for Full-Scale Lateral Load Test of a 3x5 Pile Group in Sand (opens in a new tab)

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