Bond of deformed steel reinforcement in lightweight foamed concrete

被引：23

作者：

de Villiers, Johannes P. ^{[1
]}

van Zijl, Gideon P. A. G. ^{[1
]}

van Rooyen, Algurnon S. ^{[1
]}

机构：

[1] Stellenbosch Univ SUN, Dept Civil Engn, Corner Joubert & Banhoek St, ZA-7600 Stellenbosch, South Africa

来源：

STRUCTURAL CONCRETE | 2017年 / 18卷 / 03期

关键词：

beam-end test; bond; fracture energy; lightweight concrete; pull-out test; MECHANICAL-PROPERTIES; TEMPERATURES;

D O I：

10.1002/suco.201600019

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Low weight and thermal insulating properties make lightweight foamed concrete (LWFC) an attractive substitute for normal-weight concrete (NWC). The unfamiliarity and paucity of design guidance challenge the structural use of LWFC. One concern is the bond of steel reinforcement in LWFC. This paper presents the results of pull-out bond tests and beam-end bond tests. The parameters were a reference NWC and LWFC with densities of 1,200, 1,400, and 1,600 kg/m(3) and rebar diameters of 10, 12, and 20 mm with embedded lengths of 3, 4, and 5 bar diameters. All concretes were characterized in terms of strength, stiffness, and fracture energy. Clear differences in bond resistance were found from the two tests. The bond in LWFC is lower than that in NWC. The results suggest that the development of LWFC materials to increase fracture energy has the potential to increase the bond.

引用

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页码：496 / 506

页数：11

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