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Transverse tension straight-sided coupon specimens with various widths are tested and analyzed.
The cyclic tests included assessment of bracing specimens with various member lengths and cross-section sizes.
A series of 20 specimens with various stirrup corrosion levels were designed and manufactured.
Specimens with various aspect ratios (height/width) and heights were tested with an end-loading fixture.
During the first stage of the study, SP1, SP2, and SP3 specimens with various welding coefficients were tested.
a Resin fracture surfaces and b epoxy monolith fracture surfaces after tensile lap shear test for specimens with various resins.
The secant stiffness was studied in the positive range of loading for specimens with various vf of steel fibers.
The studies were performed on specimens with various types of reinforcement.
Lap joint specimens with various levels of manufacturing defects were fabricated and loaded in low-cycle fatigue.
Figures 9a to 9c illustrate the time temperature curves of preheated and non-preheated specimens with various wall thicknesses along with temperatures of heating furnace.
Specimens with various concrete strength and subjected to 10,000 cyclic loading have little effect on ultimate strength compared to static loading.
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