Sentence examples for beam beam from inspiring English sources

Open image in new window Fig. 15 a Initiation of rebar buckling at the left beam (Beam 1) and b the rupture of rebars at the right beam (Beam 2) for SP1 specimen at 2.2% top drift.

The ultimate failure of the control beam (beam without external strengthening) occurs due to diagonal shear cracking.

The beam (Beam 3) repaired with surface mounted rods also behaved as was expected with the epoxy-injected end.

The test consists of the prototype converter irradiation with the high-power electron beam (beam size below 1 cm) of the ELV-6 accelerator.

All these structures when analyzed under EDS exhibited a stronger C peak than the calcite substrate; in addition these organic clusters were easily degraded under the electron beam (beam damage).

As soon as the first bending post-repair test was conducted on one end (end A) of the first beam (beam 1) strengthened with carbon FRP but without epoxy, the end of the beam began to fail (Fig. 8).

The third beam (Beam-0°/90°/45°) had three layers.

The first beam (Beam-45°) had sheets applied with the fibers orientated at 45° to the longitudinal axis of the beam.

The behaviors of three RC members were examined (a beam, beam-column section, and column under cyclic loading) by considering the changes in the constituent material properties due to neutron irradiation.

The second beam (Beam-0°/90°) had two layers of CFRP sheets; the first layer ran parallel to the length of the beam (at 0°), while the second layer was placed perpendicular to the longitudinal axis of the beam (at 90°) resulting in a combined 0°/90° configuration.

Open image in new window Figure 14 Principal strain at rosette #5 location, (a) test 1, (b) test 2, and (c) test 3. Figures 15, 16, 17, and 18 show typical failure modes of the control beam, Beam-45°, Beam-0°/90°, and Beam-0°/90°/45°, respectively.