A Comparative Experiment on the Bond-Slip of Reinforced Concrete

Chuan Guo Cai; Guo Liang Chen

doi:10.4028/www.scientific.net/AMM.226-228.1795

Paper Titles

Experimental Study of the Foam Agent in Lightweight Aggregate Concrete
p.1776

Numeric Analysis of Size Effect on Mesol Concrete Random Aggregate Model
p.1780

Experimental Studies on Loads Acting on Two Piles of Side-by-Side Arrangements in the Uniform Flow
p.1785

Fractal Characteristics of Sandstone Cutting Fracture under Mechanical Shock Loading Conditions
p.1789

A Comparative Experiment on the Bond-Slip of Reinforced Concrete
p.1795

Load Stress Analysis on BFRC-RCC Composite Pavement
p.1800

An Energy-Efficient Cluster Head and Router Selecting Protocol for Wireless Sensor Networks
p.1807

The Discussion of Acoustic Seabed Sediment Classification Methods
p.1811

Research on Precision Measurement and Fitting Method for Sliding-Shoe’s Inferior Concave Spherical Surface
p.1817

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 226-228A Comparative Experiment on the Bond-Slip of...

A Comparative Experiment on the Bond-Slip of Reinforced Concrete

Abstract:

A new test device, which can be used for measuring the stain and the displacement on the adhesive interface while the slip occurs within the reinforced concrete, is proposed and designed. With that, a comparative experiment is carried out on a group of the reinforced concrete columns bearing alternating load to obtain the τ-s curve. The hysteretic curves of these specimens are recorded timely. The result from the one-way repeated load is similar with several well-known expressions which are commonly cited at home and abroad. That from the low cycle load reveals some certain characteristic of the alternating slip, which there isn't in the static test. The experimental data could make contribution for the numerical simulation on bridge and seismic building.