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This paper focuses on the bending behavior of flange-plate connections under pure-bending and aims for putting forward a practical design model.
The twin-beams were found to have individual bending behavior.
% are prepared, and their microstructures, flexural strengths, permeability, bending behavior and thermal expansions are investigated.
The effect of the nanowire size on its elastic bending behavior was investigated.
The bending behavior can be controlled by adjusting the surrounding hydrogen pressure.
For the bending behavior, the full bending moment deformation history is consistently well predicted.
Then, cantilever arrays with hollow tips are released consistently and the bending behavior is discussed.
A model of the bending behavior in the cross section of strengthened damaged short reinforced concrete corbel was presented.
Thermo-electro-mechanical bending behavior of a sandwich nanoplate is studied in this paper.
Size-dependent bending behavior of Bernoulli-Euler nano-beams is investigated by elasticity integral theory.
This signal is pre-amplified before transferring to IPMC for achieving the large bending behavior of IPMC.
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