Non-linear multivariable model for predicting the steel to concrete bond after high temperature exposure

被引：20

作者：

Varona, F. B. ^{[1
]}

Baeza, F. J. ^{[1
]}

Bru, D. ^{[1
]}

Ivorra, S. ^{[1
,2
]}

机构：

[1] Univ Alicante, Dept Civil Engn, Alicante, Spain

[2] Univ Bristol, Fac Engn, Queens Bldg,Univ Walk, Clifton BS8 1TR, England

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2020年 / 249卷

关键词：

Bond strength; Pull-out strength; Fibre reinforced concrete; High performance concrete; High temperature; RESIDUAL MECHANICAL-PROPERTIES; REINFORCED-CONCRETE; STRENGTH; BEHAVIOR; BARS;

D O I：

10.1016/j.conbuildmat.2020.118713

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The bond mechanism between steel and concrete can be compromised during a fire and is one of the least investigated phenomena in concrete research. In this work we present a thorough review of the experimental data available on this topic. The results from the tests reported by a number of researchers have been systematically collected in a database. This work also reports the results obtained in the bond strength tests carried out on four batches of normal and high strength concretes exposed to temperatures up to 825 degrees C. The database provides the source for a multiple regression analysis which is performed in order to define a model aimed at predicting the bond strength as a function of several variables: the exposure temperature, the concrete compressive strength at ambient temperature, the type of fibre addition, the fibre volume fraction, the age at testing, the bond length and the concrete cover of the steel bar. Based on different error measurements, our model is favourably compared to the set of experimental results reported here and also other prediction models reported in the literature. (C) 2020 Elsevier Ltd. All rights reserved.

引用

页数：13

共 40 条

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