Experimental Study on Flexural Capacity of Prestressed RC Hollow Slabs Strengthened by CFRP

Bin Jia; Shao Tie Zhu; Xiao Liu

doi:10.4028/www.scientific.net/AMM.507.311

Paper Titles

Dynamic Response Test of Reinforced Concrete Slab under Blast Loading
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Hydration Properties of Steel Slag under Different Curing Temperatures
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Research on Sand Gradation to Ultra Strength Grouting Material Properties
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Experimental Study on Flexural Behavior of Damaged Reinforced Concrete Beams Strengthened with CFRP
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Experimental Study on Flexural Capacity of Prestressed RC Hollow Slabs Strengthened by CFRP
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Research on Mechanical Properties of Reinforced Concrete (RC) Beams for the Corrosion by Sea Water
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Research on Deformation Index Limits of RC Shear Walls Based on Material Damage
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Experimental Study for CFRP Sheets Reinforcing High-Titaniferous Blast Furnace Slag Concrete Beams
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 507Experimental Study on Flexural Capacity of...

Experimental Study on Flexural Capacity of Prestressed RC Hollow Slabs Strengthened by CFRP

Abstract:

Based on the experiment of prestressed concrete hollow slab flexural capacity, it obtained CFRP prestressed concrete hollow slab Ultimate bearing capacity, failure mode and load - displacement curve, and analyzed the influence of Mechanical performance and reinforcement effect caused by the paste way and paste amount of CFRP. Based on the test results to determine the most optimal paste way and paste amount of CFRP for the different damage (slight damage, moderate damage and severe damage) prestressed concrete hollow slab to meet their safety requirements.

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Periodical:

Applied Mechanics and Materials (Volume 507)

Pages:

311-316

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.507.311

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Online since:

January 2014

Authors:

Bin Jia*, Shao Tie Zhu, Xiao Liu

Keywords:

Carbon Fiber Sheet, Prestressed Concrete Hollow Slab, Secondary Stress

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* - Corresponding Author

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