Bond Characteristics between High-Strength Bars and Ultrahigh-Performance Concrete

被引：40

作者：

Hu, Aoxiang ^{[1
]}

Liang, Xingwen ^{[1
]}

Shi, Qingxuan ^{[1
]}

机构：

[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China

来源：

JOURNAL OF MATERIALS IN CIVIL ENGINEERING | 2020年 / 32卷 / 01期

基金：

新加坡国家研究基金会;

关键词：

Bond characteristics; Ultrahigh-performance concrete (UHPC); High-strength bar; Analytical formula; REINFORCED-CONCRETE; BEHAVIOR;

D O I：

10.1061/(ASCE)MT.1943-5533.0002919

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A series of pullout tests were conducted to investigate the bond characteristics of deformed high-strength steel bars embedded in ultrahigh-performance concrete (UHPC). This study considered different fiber volume contents, bar diameters, bar embedment lengths, concrete covers, and bar grades. Pullout force, slip at the free end of the bar, and crack patterns were measured, and bond failure modes were investigated. New results are reported regarding bond strength increase with fiber volume content (up to 3%), bar diameter, and bar grade. The thickness of the concrete cover significantly affected the bond failure mode. UHPC had considerable energy absorption capacity due to debonding and pullout of steel fibers from the matrix. A theoretical formula and a simplified formula to evaluate the splitting bond strength are proposed, which are consistent with the experimental results.

引用

页数：14

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