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Beam specimens were loaded with a third point loading and simply supported over a 3.0-m clear span.
After the application of 2 million cycles, the push-out and beam specimens were loaded to failure in order to quantify their maximum strength.
Small end-tapered 'double cantilever beam' specimens were loaded within a scanning electron microscope and direct measurement made of surface strain fields near cracks.
The beam specimens were loaded in four-point bending to produce flexural cracks of maximum width of either 0.1 mm or 0.3 mm.
Firstly, the basic concrete properties were determined (mechanical strengths and modulus of elasticity) and then, beam specimens were loaded up to failure using a four-point bending test at 28 days.
Similar(55)
The specimens were loaded quasi-statically by applying a DC voltage across the thermal actuator beams.
All test specimens were loaded until fracture.
The specimens were loaded under axial compression.
All specimens are loaded at points dividing the beam length into thirds.
For these specimens, the maximum mesh size is 25 mm and the specimens are loaded up to 80 mm at the beam tip.
The beam specimens were then loaded at 42 d, using a four-point bending test.
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