Sentence examples for axial load applied from inspiring English sources

The main difference between the two test units was the axial load applied at the top of the walls.

The depth h w of the web concrete can be determined by sectional analysis about the axial load applied to the wall, as shown in Fig. 2c.

This consisted of a 750 N axial load applied through the humeral component while the glenosphere was rotated about the humeral component in a 55° arc of motion.

The required FRP content increases with an increase in ductility demand and an increase in the level of axial load applied.

One of the tests on RC columns conducted by Tanaka and Park (Tanaka 1990), labeled specimen 7, is analyzed in this example due to the considerable axial load applied, which makes the overall behavior entering post-peak region.

A photo representing the experimental setup is given in Figure 2. A prismatic rock specimen, wedged between two rigid vertical side walls and a rigid vertical rear wall, is subjected to axial load applied in the -direction through displacing rigid platens.

Results show that the strengthening techniques and the axial loads applied on columns can have significant influence on the seismic behaviour of the joints.

Furthermore, the viscous axial shortening of pre-stressed elements is particularly relevant, since they are subjected to strong axial loads applied in an early stage of concrete hardening due to the daily schedule typical of the industrial production.

During the course of axial loading applied on the core only, the axial load behavior of the hybrid concrete columns generally corresponded to the full composite action at the initial loading stage and then changed to that of non-composite action (core only) after the failure of the threaded bars.

Using the concept of negative stiffness, a relationship between end loads and internal axial loads applied on sway-permitted prismatic columns is established so that the internal loads can be considered equivalent to end loads and the critical value can be obtained easily by Euler formula.

The proposed model includes the coupling effects among: (1) the deformations due to bending, shear and pure torsion; (2) inertias (translational, rotational and torsional) of all masses considered; (3) eccentric axial loads applied at the ends, and (4) restraints at the supports (bending, torsional and lateral bracings at both ends of the member).