Sentence examples for beam specimens were calculated from inspiring English sources

Fracture energies of the notched beam specimens were calculated by analyzing load versus crack mouth opining displacement (CMOD) curves by the help of RILEM proposal.

Beam curvatures in connection specimens were calculated based on the data taken from LVDTs (1 and 2) mounted on the connection region which includes beam ends and the joint panel as shown in Fig. 12b.

Shear deformations of beams (Δs) in the vicinity of connections of SP1, SP2 and SP3-R specimens were calculated based on the measurements using D1 and D2 transducers shown in Fig. 12b.

Then, the strands were released and longitudinal shortenings of the beam specimens were measured to calculate the transfer length.

Seventeen reinforced concrete beam specimens were used for testing.

A total of five beam specimens were tested.

Double cantilever beam specimens were prepared for the tests.

Four beam specimens were constructed for the pure torsion test.

Accordingly, four beam specimens were cast to test and compare the bond strength of steel reinforcement in SCC beams.

Since coupling beam specimens were cast horizontally and then tested vertically, a prestressing force was applied in the specimen due to the weight of the specimen.

Twelve beam specimens were cast using either SCC or VC mixes.