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The structural behavior of the CSP slab was investigated experimentally under flexure load and analyzed in the context of its ultimate load capacity, crack pattern, load-deflection profile and load-slip profile.
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It shows that the foam stabilizes the deformation of the beak by providing an elastic foundation which increases its Brazier and buckling load under flexure loading.
The average flexure load for three out of the five internodes with the most similar diameters was calculated.
Measurements for flexure load at break (N) were taken at the third internode below the flag leaf.
In this study, rapid prototype (RP) biomodels of human vertebral trabecular bone were mechanically tested under uni-axial compression loading and also under wedge action loading (combination of compression and flexure loading) to investigate the mode of failure and the ultimate loads that could be sustained under these different loading conditions.
Ten girders were tested in static flexure loading and three were tested in fatigue.
Tests were performed on brickwork walls to study the shear failure under flexure and different shear loading configurations.
In this research, fiber reinforced concrete beams loaded under flexure were monitored using both the AE and TTT techniques.
In phase II, two slabs connected by the selected joint were tested under flexure and flexure-shear loadings.
Open image in new window Fig. 8 Flexural load versus deflection curves (four-point flexure).
Open image in new window Fig. 9 Flexural load versus deflection curves (three-point flexure).
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