The Rationale of Adhesive Postinstalled Method to Estimate the Concrete Strength

Shi Qi Cui; Jin Shan Wang; Xu Wen Kong; Hi Wen Li

doi:10.4028/www.scientific.net/KEM.385-387.77

Paper Titles

Cement Loop Damage Mechanism in the Process of Repairing Casing
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Computational Program for Non-Equilibrium Grain Boundary Segregation Kinetics
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Crack Development in Concrete, Part 1: Fracture Experiments and CT-Scan Observations
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Crack Development in Concrete, Part 2: Modelling of Fracture Process
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The Rationale of Adhesive Postinstalled Method to Estimate the Concrete Strength
p.77

Cracking Cohesive Law Thermodynamically Equivalent to a Non-Local Damage Model
p.81

Crushing Behaviour of CFRP Composite Structure
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Crack Spacing and the Flow Stress in NiTi Thin Films Deposited on Cu Substrate
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Crack Width of SRC Members Based on Fracture Mechanics
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HomeKey Engineering MaterialsKey Engineering Materials Vols. 385-387The Rationale of Adhesive Postinstalled Method to...

The Rationale of Adhesive Postinstalled Method to Estimate the Concrete Strength

Abstract:

In the adhesive postinstalled method, headed anchor is anchored into concrete by means of a high strength epoxy resin adhesive. To measure the concrete compressive strength, the metal anchor is “pulled” from the concrete. There occur four types of failure when the metal anchor is pulled out. This paper introduces the rationale of the adhesive postinstalled method to estimate the in-place concrete strength. The embedment depth and the diameter of the reaction ring are specified by experimental phenomenon and theoretical analysis.

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Periodical:

Key Engineering Materials (Volumes 385-387)

Pages:

77-80

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.385-387.77

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Online since:

July 2008

Authors:

Shi Qi Cui, Jin Shan Wang, Xu Wen Kong, Hi Wen Li

Keywords:

Adhesive Postinstalled Method, Concrete Strength, Rationale

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