Numerical Simulation of Crack Development in Reinforced Concrete Beam with Different Shear Span Ratios
2014 ◽
Vol 536-537
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pp. 1435-1438
Keyword(s):
The periodically distributed fracture spacing phenomenon exists in the failure process of the pure bending region of the reinforced concrete beam. A numerical code RFPA3D (3D Realistic Failure Process Analysis) is used to investigate the crack distribution rule of reinforced concrete beam with different shear span ratios. The displacement-controlled loading scheme was used to simulate the complete failure process of reinforced concrete beam. The numerical simulation results were agreed well with the theoretical analysis and experiment observations. The study is focused on the failure process of the reinforced concrete beam and the effects of the shear span ratio on the failure mode.
Influence of the Reinforcement’s Number on the Mechanical Properties of the Reinforced Concrete Beam
2010 ◽
Vol 105-106
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pp. 723-728
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2007 ◽
Vol 353-358
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pp. 949-952
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2007 ◽
Vol 353-358
◽
pp. 993-996
2006 ◽
Vol 324-325
◽
pp. 423-426
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Keyword(s):
2013 ◽
Vol 444-445
◽
pp. 884-888
2016 ◽
Vol 128
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pp. 96-110
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