Exact(1)
The beams were simulated to obtain the load deflection behavior and compared with the solid concrete beam.
Similar(59)
100- and 500-keV beams are simulated to test HEP-L, and 750-keV and 1.5-MeV beams are simulated to test HEP-H.
The piezoresistor located at the beam is simulated to the hair cell of lateral line and the rigid plastic cylinder is simulated to stereocilia.
The amounts of photons and neutron produced by electron beams were simulated using the Monte Carlo simulation code PHITS 2.82.
The beams were simulated numerically via nonlinear finite element (NLFE) for verifications.
Two different pre-repair loading histories in RC beams were simulated by Richardson and Fam (2014) using cracking within the elastic range and overloading in the plastic range.
The steel coupling beams were simulated by rotational springs, and their actions on the walls were represented by concentrated moments distributed along the height.
Narrow beam geometry was simulated to calculate the attenuation coefficients of samples against mono-energetic beams of Co60 (1.17 and 1.33 MeV), Cs137 (663.8 KeV), and Ba133 (355.9 KeV).
The behaviour of the tested beams was simulated using two FEM codes (Cast3M and ANSYS).
The static behaviour of Bi-Steel beams was simulated using a finite element model.
Also, the behavior of retrofitted beams was simulated using nonlinear finite element analyses.
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