Experimental Study on Influence on Structural Mechanical Behavior Caused by Steel Bar Corrosion of Hollow Slab Hinge Joints

Li Ying Peng; Jun Wei; Xia Ban

doi:10.4028/www.scientific.net/AMR.163-167.1058

Paper Titles

Compressive Test on the Discontinuous Concrete Filled Steel Tubular Column-RC Beam Specimens after Cyclic Reversed Loading
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Progressive Failure Research on Foundation Surface of Concrete Gravity Dam
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Transverse Shearing Strain Energy Calculation of Single Cell Box Girder
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The Intersection Method: A New Approach on the Concrete Aggregate Model
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Experimental Study on Influence on Structural Mechanical Behavior Caused by Steel Bar Corrosion of Hollow Slab Hinge Joints
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Displacement Based Seismic Performance Evaluation of Reinforcement Concrete Structures
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Seismic Behavior Analysis on Reinforced Concrete Core Walls Based on Fiber Model
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Seismic Response of Superposed Wall Panel with Different Edge Components
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Analysis of the RC Slab under Gas Explosion Load
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Experimental Study on Influence on Structural Mechanical Behavior Caused by Steel Bar Corrosion of Hollow Slab Hinge Joints

Abstract:

Through experiment and theoretical analysis, this paper researched the influence of steel bar corrosion of hollow slab hinge joints on the structural mechanical behavior. The results showed that when load was little corrosion of hinge joints steel bar would do little to affect the joint between hollow slabs and hinge joints would work together with hollow slabs as a whole. When load was large, corrosion of hinge joints steel bar would decrease the joint between hollow slabs.