Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth

Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth

Abstract This paper investigates numerically and experimentally the performance of reinforced concrete (RC) beam with unequal depths subjected to combined bending and shear. Such beams can geometrically be considered for unleveled reinforced concrete (RC) floor slab-beam system. However, it may gene...

Full description

Bibliographic Details
Main Authors: A. Hamoda, A. Basha, S. Fayed, K. Sennah
Format: Article
Language:English
Published: SpringerOpen 2019-11-01
Series:International Journal of Concrete Structures and Materials
Subjects:
beam with unequal depth
shear resistance
re-entrant corner
finite element simulation
concrete damage plasticity model
beam nib
Online Access:http://link.springer.com/article/10.1186/s40069-019-0369-5

Internet

http://link.springer.com/article/10.1186/s40069-019-0369-5

Similar Items