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A total of five beam specimens were tested.
All beam specimens were tested under four-point bending.
All beam specimens were tested under four-point loading over a span of 2,000 mm.
The beam specimens were tested under a simply supported four-point condition.
To achieve the objective, six concrete beam specimens were tested in positive bending.
The cured beam specimens were tested for flexural and compressive strength according to JIS A 1171 and KS F 2476.
Similar(40)
Beam specimens are tested under two-point loading condition.
In this study, ten simple-supported beam specimens are tested using the monotonic four-loading method (Fig. 2a).
Nine full-size beam specimens are tested to investigate the relationship between flexural crack development and deformation of the member.
One RC (control) and six fiber reinforced concrete (FRC) beam specimens are tested under the gradually increasing monotonic loading.
These geo-grid beam specimens are tested under single point static loading to obtain the comparative load deflection behavior.
More suggestions(15)
beam specimens were prepared
beam specimens were loaded
beam specimens were conducted
beam assemblies were tested
beam specimens were constructed
beam specimens were examined
beam specimens were manufactured
beam specimens were cleaned
beam structures were tested
beam resonators were tested
beam specimens were produced
beam specimens were subjected
beam specimens were recorded
beam specimens were designed
beam specimens were reduced
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