ABSTRACT OF - STATE-OF-THE-ART-REPORT - BOND UNDER CYCLIC LOADS

被引:0
|
作者
MITCHELL, D
BLACK, WC
ELIGEHAUSEN, R
GOSAIN, NK
JOHNSTON, DW
MIRZA, SA
OLSEN, MPJ
DARWIN, D
FAGUNDO, FE
HAWKINS, NM
LUTZ, LA
MOEHLE, JP
REZANSOFF, T
SOROUSHIAN, P
LEON, R
EHSANI, MR
GERGELY, P
JIRSA, JO
MCDERMOTT, JF
MURRAY, KH
SCHUPACK, M
机构
关键词
ANCHORAGE; BOND; DEVELOPMENT LENGTH; CYCLIC LOADS; FATIGUE; SEISMIC LOADS; HOOKS; SPLICES; DESIGN RECOMMENDATIONS; BAR SLIP; BOND MODELS;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This state-of-the-art report summarizes the most recent background on bond behavior under cyclic loads. The report provides a background to bond problems, discusses the main variables affecting bond performance, and describes its behavior under cyclic loads. Two general types of cyclic loads are addressed: high-cycle (fatigue) and low-cycle (earthquake and similar) loads. The behavior of straight anchorages, hooks, and splices is included. Design recommendations are provided for both high- and low-cycle fatigue, and suggestions for further research are given.
引用
收藏
页码:669 / 673
页数:5
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