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Three-dimensional finite element (FE) models are developed to study the deformation and damage development in the specimens under dynamic bending.
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Results indicated that early strength development in the surrogate specimens cured by 100° C exhibited higher than that cured by 50° C and 26° C.
Open image in new window Fig. 4 Crack development of the specimens (175R70, 200R70, 275R70 and 325R70).
Using these two factors (i.e., freeze-thaw action and degree of saturation), we summarize three different stages (or classified groups) in terms of stress-strain curves and crack development in masonry specimens based on the slopes of stress-strain curves and the rates of crack development.
a Crack development in the right side of the specimen.
The test program showed that the proposed heat-treatment technique was successful in the promotion of yielding and plastic hinge development in the heat-treated regions with specimens attaining interstory drifts as high as 6% without weld or near weld fracture.
By analyzing the loading, deflection, strain and fracture development of the specimen in the process, studying the mechanical characteristics and failure pattern of such components.
Three laboratory test techniques were developed to study and quantify damage development in loaded rock specimens and to provide data for use in the calibration and solution of numerical models.
Displacement controlled bending fatigue tests with stress ratio R of 0.1 were conducted on standard specimens and damage development in the composite was continuously monitored through the decrease of bending moment during cycling.
Damage development and accumulation were monitored by photographing and thermal-imaging in the specimens' gauge section during the fatigue tests.
EXUBERANT commercial development in the 1960s left behind adventurous, if odd, architectural specimens.
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