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While, the concrete panel zone located in the web of column only connecting with small depth beam, showed an arch mechanism.
The calculation method involved recording the strain in the steel rebar ( varepsilon_{text{s}} ), the strain at the top fiber of the concrete at the mid-span ( varepsilon_{text{c}} ), the effective beam depth beam ( h_{0} ), and the predicted curvature radius; the stiffness was then calculated from the curvature radius and the fatigue load for each loading cycle.
From the test results, two types of failure modes were identified as global shear failure occurred in the panel zones 1 and 2 on the side of large depth beam when subjected to positive loading direction, and partial shear failure only in the panel zone 1 under the negative loading direction.
A total of 15 medium-sized (i.e. 1800 mm in length, 100 mm in width and 160 mm in depth) beam specimens were constructed and tested under four-point bending, including one ordinary RC beam as reference, 10 hybrid beams with and four hybrid beams without inner GFRP tube confinement.
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While beams for short spans are usually of a constant depth, beams for longer spans are often haunched that is, deeper at the supports and shallower at mid-span.
Doppler machine settings (transducer aperture size, focal depth, beam-steering, gain) were varied to investigate a wide range of clinical applications.
To maintain uniformity of radiobiological effectiveness for the target volume, careful attention should be paid to the influence of depth of beam and irradiation dose.
As the embedment length (equals to column depth) of beam reinforcing bars within the beam-column joint decreases, rebar slip will increase and result in a more pinched hysteretic plot (Moehle 2014).
The accuracy of the results is found not biased with concrete strength, shear span-to-depth ratio, and beam depth.
d: effective depth of beam mm.
Effective depth of beam section.
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