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To compare core compressive behavior only, specimens with two different cores, with GFRP face sheets, were tested.
Beam specimens with two different SHCC layer thicknesses (30 mm and 50 mm) were prepared.
The constraint effects are investigated by considering specimens with two crack length to width ratios.
Drop weight tests were carried out on specimens with two kinds of stacking sequence.
A total of 16 model shear wall specimens with two types of aspect ratios were tested using ASTM loading protocols.
For specimens with two rods but gave an over-prediction of strength where three rods were used.
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The IS:800-2007 AS/NZS/NZS 4600 2005 predictions are good for the specimens with three bolted connections and unconservative in the case of specimen with two bolts.
Specimens with zero, one, and two layers of GFRP wrap were investigated.
Experiments are carried out for aluminum and mild steel specimens with four different taper ratios.
Two-layer Al Mn alloy specimens with four kinds of defects are used for classification.
OGFC specimens with five air void contents and two clogging levels were scanned using X-ray computed tomography (CT).
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Justyna Jupowicz-Kozak
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