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To compare the modified method with two common retrofit methods, which are respectively bonding directly CFRP and bonding CFRP after replacing damaged concrete, four-point bending experiments were conducted on a series of corrosion-damaged RC beams with CFRP.
Using our own atomic-scale and dynamic mechanical testing techniques, bending experiments were conducted on single-crystalline and twin-structural Ni NWs (D = ∼40 nm) using a high-resolution transmission electron microscope (HRTEM).
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A set of new bending experiments is conducted on aluminum alloy tubes.
On the experimental side, so-called free bending experiments are conducted on DP1000 steel sheets until fracture, realizing optical and scanning electron microscopy analyses on the post mortem specimens for fracture characterization.
For this purpose, firstly, three-point cold bending experiments are conducted with a relatively small indenter on the specimens cut from a thick steel plate (54 mm), and afterwards, tension tests are carried out on tensile coupons cut from the already bent specimens.
Two different types of bending experiments were performed which are described below.
Different damping mechanisms are proposed for the damping of the longitudinal and bending deformations and several experiments were conducted in order to obtain the damping properties.
Variable amplitude bending-torsion fatigue experiments were conducted on axle-shafts to determine the effects of overloads on the fatigue life of normalized SAE 1045 steel.
Experiments were conducted under three-point bending to understand the structural stiffness, load-carrying capacity, and failure modes.
Experiments were conducted to evaluate the bending and load resistance of the artificial finger, and an optimal material composition was identified.
Strip drawing experiments were conducted to test coatings subjected to bending under tension with sliding contact.
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