Bond characteristics of coarse sand coated interface between stay-in-place fibre-reinforced polymer formwork and concrete based on shear and tension tests-Reference-Cited by-同舟云学术

Bond characteristics of coarse sand coated interface between stay-in-place fibre-reinforced polymer formwork and concrete based on shear and tension tests

Published:2010-05 Issue:5 Volume:37 Page:706-718
ISSN:0315-1468
Container-title:Canadian Journal of Civil Engineering
language:en
Short-container-title:Can. J. Civ. Eng.

Author:

Cho Jeong-Rae¹,Cho Keunhee¹,Park Sung Yong¹,Kim Sung Tae¹,Kim Byung-Suk¹

Affiliation:

1. Korea Institute of Construction Technology, 2311, Daehwa-Dong, Ilsan-Gu, Goyang-Si, Gyeonggi-Do, 411-712, Republic of Korea.

Abstract

This study examined the effect of aggregate size and density on the shear and tensile bond characteristics of the coarse sand coated interface between stay-in-place fibre-reinforced polymer (FRP) formwork and concrete. Shear and tension tests were performed for five test variables according to aggregate size and density. Based on the test results, the appropriate size and distribution density of the aggregates is examined. In addition, based on the shear test results, the local shear bond stress-slip model for each of the test variables was derived through an optimization process.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/L10-012

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4. Bond-slip model for coarse sand coated interface between FRP and concrete from optimization technique

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