Torsional Behavior of Model Piles in Sand

Determining Dynamic Eccentricity: A Simple Approach

Reinforced Concrete Beams under Bending, Torsion and Shear — A Finite Element Approach

Torsional Dynamic Response of Solid Media
A new, practical method is proposed for solving the partial differential equations describing the dynamic behavior of either linear elastic or nonlinear inelastic multi-dimensional continua....

Torsion of Hollow Circular Cylinders with Creep
An exact analysis is presented for the load-deformational behavior of twisting of hollow circular cylinders made of materials that creep. The hyperbolic sine law is used. Curves which...

Simplified Bending Theory for Wire Rope
A theory has been developed to predict the static response of wire rope subjected to tension, torsion and bending. This type of loading occurs frequently in ropes wrapped around sheaves....

Concrete Members Under Combined Torsion and Shear
The behaviour of reinforced concrete members subjected to combined torsion and shear is studied in this investigation. An analysis is developed for predicting the deformations at all levels...

Buckling of Stiffened Webs by Local Edge Loads
A finite strip method is used for analysing the buckling of longitudinally stiffened web plates subjected to transverse local edge loading. The probLem is of particular importance for...

Slow Crack Growth in Cement Composites
The resistance to crack growth in mortar, concrete and fiber reinforced concrete was studied by testing double torsion and double cantilever speciments. R-curves (plots of strain energy...

Lateral Stability of I-Beams with Partial Support
The lateral torsional buckling behavior of I beams with tension flange restraint is described. Tension flange restraint occurs frequently in continuous beams and indeterminate structures....

Circular Voided Concrete Slab Stiffnesses
Finite element procedures for determining the plate bending stiffnesses of a circular voided slab are presented and the results are compared with those obtained from tests on model elastic...

Torsional Dynamic Response of Solid Systems
A practical numerical method which solves the multidimensional axisymmetric torsional wave equation for linear and nonlinear inelastic solids was developed by Henke. The application of...

Buckling of Angles: State of the Art
A summary of the theoretical and experimental studies conducted to investigate the buckling of angle columns and beams is presented. The theoretical analyses for flexural, torsional-flexural...

Simplified P-Delta Analyses for Asymmetric Structures
Computer oriented and manual procedures are presented that enable a direct second order analysis of asymmetric building structures to be performed by means of first order formulation....

Torsion and Computed Ultimate Loads of H-Columns
Ultimate moment capacities of H-columns with or without flexural end restraints have been computed by two methods—one including the effects of torsion and warping, the other ignoring them....

Tortional Vibration of Along-Wind Excited Structures
A method for analyzing the torsional vibration of along-wind excited structures is presented. The method is based on random vibration concepts and yields the expected maximum translational...

Lateral-Torsional Buckling of Tapered I-Beams
The lateral-torsional buckling behavior of non-prismatic beams is not yet fully documented. Using the total change in potential energy during buckling, a fourth-order differential equation...

Testing Thin-Walled Open RC Structure in Torsion
A large, U-shaped, thin-walled, reinforced concrete beam, restrained at both ends with heavy diaphragms, was subjected to torsional moment at midspan and tested throughout postcracking...

Predicting Torsional Response of Thin-Walled Open RC Members
Procedures for calculating the torque-twist response of thin-walled open reinforced concrete members are presented. Traditional theories for predicting the warping torsion response of...

Piles Subjected to Torsion
Analytical solutions are presented for the torsional response of piles embedded in elastic soil that is either homogeneous or where the stiffness is proportional to depth. The solutions...

 

 

 

 

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