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After impact, a secondary blast loading experiment was performed on the same specimens to evaluate the effects of the impact damage on the blast performance of the sandwich.
An experimental study was performed using Iosipescu specimens to evaluate the effects of parameters such as shear plane, density and adhesive joints on the shear stiffness and strength of balsa wood panels as well as the variation of ductility with respect to the shear planes.
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Several standard cylindrical concrete specimens were used to evaluate the effects of different temperatures (23 800 °C).
To evaluate the effects of the axial load, different axial loads were exerted on the specimens.
To evaluate the effects of varying the distance between chords, two different distances were used in the test specimens.
To evaluate the effects of the various combinations of screws and hooks on the stability of the spinal constructs, the magnitude of the force at failure for each individual specimen was selected for comparison.
In the first two phases, 24 full-scale beam specimens were tested in positive bending to evaluate the effect of galvanizing on bond strength of tension lap splices in normal and high strength concrete specimens.
To evaluate the effect of specimen collection order on the performance of diagnostic tests for Chlamydia trachomatis (CT) and Neisseria gonorrhoeae (GC), and the specimen adequacy of ThinPrep Papanicolaou (Pap) smears.
Finite element simulations are carried out to evaluate the effect of specimen geometries on the stress distributions in the shear zones.
Ten cruciform joint specimens, including five bare steel joint specimens (SJ) and five composite joint specimens (CJ) reinforced with partial shear connection, were tested under reversal of loads to evaluate the effect of composite action on the developed weak-axis connections.
Twenty-four specimens with a single 8 mm rod glued parallel to the grain were tested to evaluate the effect of elevated temperatures on GiR performance.
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