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A total of fifty effective 152.4 mm × 50.8 mm × 3.2 mm laminated beam specimens were prepared.
Notched beam specimens were prepared and fracture-healing was conducted up to five cycles.
Beam specimens were prepared and programmed by compression in the longitudinal direction to 6.7% of pre-strain.
A total of eight beam specimens were prepared to investigate the structural behaviour, the beams were shear strengthened using treated and untreated natural fibre composite plates and CFRP laminates including control beam.
Double cantilever beam specimens were prepared for the tests.
To investigate the effect of added cellulose filler on the fracture mechanical properties of wood adhesive bonds, double cantilever beam specimens were prepared from spruce wood.
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Fifteen numbers of RILEM beam specimens are prepared using natural aggregate, untreated recycled aggregate, recycled aggregate treated with acid, mechanical and thermal methods.
In order to investigate the effect of axial loads on the structural behaviors of the deep RC beams, specimens are prepared to have different shear span-to-depth ratios and subjected to axial loads of 235 kN or 470 kN.
Copper solder copper double cantilever beam (DCB) model specimens were prepared using SAC305 solder at cooling rates and times above liquidus typical of actual ball grid arrays (BGAs).
Then, thin cross sections of specimens were prepared by focused ion beam.
The cross-sectional TEM specimens were prepared by focused ion beam technique.
More suggestions(15)
beam specimens were constructed
beam specimens were cast
beam specimens were cleaned
beam specimens were analyzed
beam specimens were fabricated
beam specimens were reduced
beam specimens were manufactured
beam specimens were carried
beam specimens were used
beam specimens were investigated
beam specimens were dried
beam specimens were subjected
beam specimens were examined
beam specimens were designed
beam specimens were calculated
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