Mechanics Performance of Complex High Titanium Heavy Slag Reinforcement Concrete Beam

Abstract:

Through the anti-bending performance of the normal section experiment on four complex high titanium heavy slag reinforcement concrete beams and two ordinary RC beams, we compare them with concrete strength and longitudinal reinforcement ratio as parameters, and explore the performance of complex high titanium heavy slag reinforcement concrete beams on supporting capacity, crack, stiffness and ductility. The results show that, under the same conditions designed, the performance of complex high titanium heavy slag reinforcement concrete beams on the cracking moment, ultimate moment, the average crack width, stiffness and ductility is better than that of ordinary RC beams, presenting a typical normal section destruction. The findings of the present study provides reference to the application of complex high titanium heavy slag concrete into engineer structuring.

• Periodical: Advanced Materials Research (Volumes 168-170)
• Pages: 2013-2020
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.168-170.2013
• Online since: December 2010
• Authors: Jin Kun Sun, Wei Chen, Shuang Hua Huang, Ying Min Li
• Keywords: Beam, Complex High Titanium Heavy Slag, Crack, Ductility, Flexural Capacity

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