Experimental Research of Arrangement Method of Prestressed Concrete Slab with Unbonded Reinforcement

Ping Pang; Xin Sheng Yin

doi:10.4028/www.scientific.net/AMR.724-725.1510

Paper Titles

Coarse Aggregate Gradation Design Index and Method of Asphalt Mixture
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Concrete Exterior Wall Insulation without Network System
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Dynamic Responses of Red Sandstone with Fluid-Solid Coupling under Impact Loading
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Energy Consumption Simulation of the Air Conditioning System in Large-Scale Buildings
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Experimental Research of Arrangement Method of Prestressed Concrete Slab with Unbonded Reinforcement
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Material Properties of Bridge Deck Dedicated Interface Agent and Key Construction Techniques
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New Type of High-Strength Support in Deep Soft Rock Roadway
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Numerical Analysis on Hollow EPSRC Block and its Thermal Insulation Wall
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Performance of Hemp-Starch Concrete Composite
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 724-725Experimental Research of Arrangement Method of...

Experimental Research of Arrangement Method of Prestressed Concrete Slab with Unbonded Reinforcement

Abstract:

In practical projects, prestressed reinforcement are arranged in concrete slab uniformly. According to the research, a new arrangement method of prestressed concrete slab is provided. This article discussed unbonded prestressed concrete slab system, and gives the theoretical calculation method. It can save more than 50% quantities of reinforcement, and has economic advantages than before.