Results 201 to 210 of about 75,134 (266)
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2020
Axially loaded bars are used in many applications, especially as members of truss structures. A prismatic bar is one whose cross section is uniform throughout its length. Suppose that such a bar with cross-sectional area A is subjected to axial loads P at the ends. On planes perpendicular to the bar’s axis, the material is subjected to a uniform normal
Anthony Bedford, Kenneth M. Liechti
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Axially loaded bars are used in many applications, especially as members of truss structures. A prismatic bar is one whose cross section is uniform throughout its length. Suppose that such a bar with cross-sectional area A is subjected to axial loads P at the ends. On planes perpendicular to the bar’s axis, the material is subjected to a uniform normal
Anthony Bedford, Kenneth M. Liechti
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2018
The primary motivation in prestressing concrete is to offset tensile stresses that develop in flexural members. Consequently, using prestressed concrete in members that are largely loaded in axial compression or loaded in tension might appear contradictory.
Charles W. Dolan, H. R. Hamilton
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The primary motivation in prestressing concrete is to offset tensile stresses that develop in flexural members. Consequently, using prestressed concrete in members that are largely loaded in axial compression or loaded in tension might appear contradictory.
Charles W. Dolan, H. R. Hamilton
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Cyclic Axial Loading of Spinal Implants
Spine, 1985The performance characteristics of Harrington distraction rods were evaluated and compared with paired wired L-rods when subjected to cyclic axial compression loading. Twelve fresh frozen swine spines with intact facet joints and anterior and posterior ligamentous complexes were instrumented and tested in a specially designed pneumatic testing device ...
R J, Nasca +3 more
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Kinematics of the Axially Loaded Ankle
Foot & Ankle International, 1995An apparatus that allowed the application of a 900 N axial load and the simultaneous measurement of rotation in the sagittal, coronal, and axial planes was used to study the normal kinematics of the ankle in 13 below-knee amputation specimens. Two testing routines were done on all specimens.
J D, Michelson, S L, Helgemo
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Tubular Adhesive Joints Under Axial Load
Journal of Applied Mechanics, 2003In this paper a general study on tubular adhesive joint under axial load is presented. We focus our attention on both static and dynamic behavior of the joint, including shear and normal stresses and strains in the adhesive layer, joint optimization, failure load for brittle crack propagation, and crack detection based on free vibrations.
Pugno, Nicola, A. Carpinteri
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1995
The response of a foundation pile to an axial load applied at its top is in general strongly non-linear, and may involve large irreversible deformations. In this chapter this will be discussed, and solution techniques will be developed. Some simple analytic solutions will be presented first.
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The response of a foundation pile to an axial load applied at its top is in general strongly non-linear, and may involve large irreversible deformations. In this chapter this will be discussed, and solution techniques will be developed. Some simple analytic solutions will be presented first.
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Visco-elastic load transfer models for axially loaded piles
International Journal for Numerical and Analytical Methods in Geomechanics, 2000The author proposes several nonlinear viscoelastic shaft and base load transfer models, for step- and ramp-type loadings, respectively. Some closed-form solutions are given for nonlinear soil response, and the results are compared with previous numerical data.
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Load‐Deformation Response of Axially Loaded Piles
Journal of Geotechnical Engineering, 1987A new empirical scheme for simulating the nonlinear point resistance response of single piles in cohesionless soils is proposed. The pile‐soil system is idealized by using a one‐dimensional finite element technique. The shear resistance response along the pile shaft is found by using the concept of t‐z curve proposed by Kraft et al., whereas the new ...
Sonia Armaleh, C. S. Desai
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Load Settlement Relation for Axially Loaded Piles
Journal of Geotechnical Engineering, 1987A numerical method to calculate the load-settlement of an axially loaded pile is presented. The method is based on an iterative scheme that tests the global equilibrium conditions and the load transfer (t-z) equations. The scheme is both accurate and computationally very economical.
Panos D. Kiousis, Amgad S. Elansary
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