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 33 for “"yield line"”.

  1. Yield line analysis of an AASHTO New Jersey concrete parapet wall

    … equations is this study) were developed by yield line analysis for a constant thickness concrete parapet wall. The purpose of this study is to develop similar equations for R<sub>w</sub> and L<sub>c</sub> based on yield line analysis of a variable thickness New Jersey concrete parapet wall …

    vt Repository record for Yield line analysis of an AASHTO New Jersey concrete parapet wall (opens in a new tab)

  2. Yield-line analysis and experimental study of reinforced concrete slabs containing openings

    … were measured during loading and the final yield pattern and ultimate load were compared to those predicted by simple and advanced yield-line theory. An analytical computer program was developed and is presented for quick evaluation of the ultimate load and collapse mode of many types of …

    vt Repository record for Yield-line analysis and experimental study of reinforced concrete slabs containing openings (opens in a new tab)

  3. Análise limite de lajes via programação linear através do método dos elementos finitos

    Based upon the Yield-Line Theory (Johansen, 1932) a non-oonventional finite element is formulated for the analysis of slabs whose oonstitutive law is defined through a moment-rotation curve at the section transversal to the yield-line. Thus only with the displacement perpendicular to the slab …

    brazil-uerj Repository record for Análise limite de lajes via programação linear através do método dos elementos finitos (opens in a new tab)

  4. Flexural strength of circular monopole flange connections.

    … A design example using T-stub analysis and yield line method is included. Using the yield line theory, the thickness required for stiffened connection is found to be 22% less than that for unstiffened connection. For the same flange thickness, stiffened connections are stronger by 68%. It is …

    windsor Repository record for Flexural strength of circular monopole flange connections. (opens in a new tab)

  5. Simplified method for design or moment end-plate connections

    … the strength of the end-plate, determined by yield-line analysis, or the strength of the bolts, determined by the semi-empirical Kennedy method. The calculations involved in the Kennedy bolt analysis incorporate prying action, yet are complex and extensive. This study presents a simplified …

    vt Repository record for Simplified method for design or moment end-plate connections (opens in a new tab)

  6. Shear strength of reinforced concrete wall-beam structures: upper- bound analysis and experiments

    … derived for a stringer model with a straight 'yield line'. Recently, evidence has emerged that the best single yield line between two rigid wall portions may well be curved and not straight. There are different stress states in yield lines and consequently three types of yield line are …

    cambridge Repository record for Shear strength of reinforced concrete wall-beam structures: upper- bound analysis and experiments (opens in a new tab)

  7. Four-bolt extended unstiffened moment end-plate connections

    … The design procedures include the use of yield-line theory for determining the end-plate thickness and the so-called modified Kennedy method for determining bolt forces. This investigation extends these design procedures to include the four-bolt extended unstiffened moment end-plate …

    vt Repository record for Four-bolt extended unstiffened moment end-plate connections (opens in a new tab)

  8. Strength and Stiffness of Weak-Axis Moment End-Plate Connections

    … of column web rotations, of the connections. Yield line theory was used to investigate the plastic strength of the column web. Several yield line patterns were examined. Analytical plastic moment strengths were very conservative when compared to the observed behavior of the column web. The …

    vt Repository record for Strength and Stiffness of Weak-Axis Moment End-Plate Connections (opens in a new tab)

  9. Compressive Membrane Capacity Estimates in Laterally Edge Restrained Reinforced Concrete One -Way Slabs

    … capacities at the support and midspan hinge lines allow for a simple, and extremely accurate, estimate of the peak compressive membrane capacity using yield line theory.

    uiuc Repository record for Compressive Membrane Capacity Estimates in Laterally Edge Restrained Reinforced Concrete One -Way Slabs (opens in a new tab)

  10. Irregular Welded Rectangular Hollow Section Truss-type Connections

    … one of the analytical models – a combined yield-line mechanism – is recommended to be used for the design of laterally offset RHS X-connections. For overlapped K-connections, the effect of hidden toe welds was investigated both experimentally and numerically. Five full-scale welded …

    toronto-retro Repository record for Irregular Welded Rectangular Hollow Section Truss-type Connections (opens in a new tab)

  11. Evaluation of Extended End-Plate Moment Connections Under Seismic Loading

    … were used. The connections were designed using yield-line theory to predict end-plate yielding and the modified Kennedy method to predict maximum bolt force calculations including prying action. A displacement controlled loading history was used to load the specimens. The maximum moments …

    vt Repository record for Evaluation of Extended End-Plate Moment Connections Under Seismic Loading (opens in a new tab)

  12. Simplified method for design of stiffened and unstiffened structural tee hangers

    … these connections is controlled by either plate yielding or bolt rupture. This study presents a simplified method for determining the ultimate strength of structural tee hanger connections. Yield line analysis is used for the determination of the yield capacity of the connection based on plate …

    vt Repository record for Simplified method for design of stiffened and unstiffened structural tee hangers (opens in a new tab)

  13. Behavior of Connection with Beam Bearing on Bottom Flange of Girder

    … Five girder specimens were loaded until yielding during the initial phase of the research. The analysis section consists of the yield line theory and finite element study that were used to develop a model to predict the collapse loads of the girder sections. These results from the model …

    vt Repository record for Behavior of Connection with Beam Bearing on Bottom Flange of Girder (opens in a new tab)

  14. Elastic and ultimate behaviour of skew composite slab-on-steel girder bridges.

    … stages of loading. In this work, both the nonlinear finite element method and the yield-line theory were employed in the theoretical analyses. The finite element method was used to study the behaviour and response of skew composite bridges in the elastic and post-elastic ranges of loading. The …

    windsor Repository record for Elastic and ultimate behaviour of skew composite slab-on-steel girder bridges. (opens in a new tab)

  15. The Optimum design of Flat Rectrangular Concrete Plates supporting loads in Buidling structures and tests on a one-third full size experimental model

    … procedures such as the Elastic, Empirical, Yield-Line, Elastic-Plastic and Finite Difference, are reviewed, critically examined and illustrated by designing the same typical flat plate consisting of three bays in each direction for a uniformly distributed transverse load. Comparisons are …

    cape-town Repository record for The Optimum design of Flat Rectrangular Concrete Plates supporting loads in Buidling structures and tests on a one-third full size experimental model (opens in a new tab)

  16. Evaluation of the Inelastic Rotation Capability of Flush End-Plate Moment Connections

    … of the connections were calculated using yield-line theory to predict end-plate yielding and maximum bolt force calculations including prying action. Experimental results were also compared to previous research with regards to strength and stiffness. The inelastic rotation of connections …

    vt Repository record for Evaluation of the Inelastic Rotation Capability of Flush End-Plate Moment Connections (opens in a new tab)

  17. Analytical and experimental investigation of a flush moment end-plate connection with six bolts at the tension flange

    … frame construction. The limit states of plate yielding and bolt fracture were analyzed using yield-line theory to predict endplate thicknesses and a split-tee analogy to develop a method to predict bolt forces. Five experimental tests were conducted on four configurations within a matrix of …

    vt Repository record for Analytical and experimental investigation of a flush moment end-plate connection with six bolts at the tension flange (opens in a new tab)

  18. Developing and Validating New Bolted End-Plate Moment Connection Configurations

    … the test results. Design procedures, namely yield line analysis and bolt force models, were proposed to calculate moment capacity for end-plate yielding, moment capacity at bolt rupture with prying action and moment capacity at bolt rupture without prying action. The calculated values from …

    vt Repository record for Developing and Validating New Bolted End-Plate Moment Connection Configurations (opens in a new tab)

  19. Web crippling of hot-rolled beams at stiffened-seat connections

    … web crippling of short-span plate girders. Yield-line theory and the mechanism solution were used to derive an expression for the web crippling capacity of a plate girder subjected to an interior patch load. The general form of this equation was then calibrated using available data to obtain …

    vt Repository record for Web crippling of hot-rolled beams at stiffened-seat connections (opens in a new tab)

  20. Simplified design of moment end-plate connections

    … These connections have been studied extensively. Yield-line analysis has been used to predict the strength of the end-plate, and a modified Kennedy method has been used to predict the strength of the bolts. These analysis procedures have proven quite accurate. The major drawback is that the …

    vt Repository record for Simplified design of moment end-plate connections (opens in a new tab)

Page 1 of 2