The research of the bending crack resistance ability of reinforced concrete beam mixed with emulsified asphalt
ADVANCED MATERIALS AND PROCESS TECHNOLOGY, PTS 1-3(2012)
Abstract
By four-point bending tests on the reinforced concrete beams with emulsified asphalt of different parameters, cracks, deformation and bearing capacity were observed and recorded during destructive process, and then a comparison were made between the experiment results and those of ordinary reinforced concrete beams. The results prove that lower emulsified asphalt dosage (1% to 3%) can significantly improve the overall deformation of reinforced concrete beams; while higher asphalt emulsion parameters (5% to 7%) reduce the beam intensity and do not improve the toughness and overall deformation capacity.
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Key words
emulsified asphalt,reinforced concrete beam,flexural capacity,load bearing capacity,crack widths,durability
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