Individual Anchored Strength Experimental Research for Prestressed End with Local Area Pressure

Ping Pang

doi:10.4028/www.scientific.net/AMM.351-352.583

Paper Titles

The Calculation of the Two-Layer Beam Model on an Elastic Basis with Variable Modulus of Subgrade Reaction
p.566

Comparison of Multiple Freeze-Thaw Cycles of High-Performance Concrete Test Beams and Concrete Beams Loaded Test
p.570

Study for Dynamic Stability Behavior of I-Section Cantilever Beam under Axis Compressive Load
p.574

Numerical Study on Precast RC Wall Panels with Angle Steel Boundary Components
p.578

Individual Anchored Strength Experimental Research for Prestressed End with Local Area Pressure
p.583

Debonding Behaviors of CFRP Strengthened RC Beams with Weak Interfaces
p.587

Experimental Study on Flexural Behavior of Different Damages Prestressed Concrete Hollow Slabs Strengthened with CFRP
p.592

Study on Seismic Behavior of Large Bay Brick Masonry Structures with Fewer Internal Longitudinal Walls
p.596

Mechanical Properties of New Type Cold-Formed Steel Box-Shaped Component Welding Section Members
p.601

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Individual Anchored Strength Experimental Research...

Individual Anchored Strength Experimental Research for Prestressed End with Local Area Pressure

Abstract:

Here individual anchored strength of prestressed end with local area under pressure was studied through experiment, the damaged mechanism of local area under pressure was discussed. The ferrule effect of peripheral concrete upon the concrete under local pressure loading is not obvious.