Carrying capacity of round timber bolted joints with steel plates under cyclic loading

被引：6
|
作者：
Lokaj, Antonin [1 ]
Klajmonova, Kristyna [1 ]
机构：
[1] Tech Univ Ostrava, Fac Civil Engn, Dept Bldg Struct, Ostrava 70833, Czech Republic
来源：
CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4 | 2014年 / 838-841卷
关键词：
Round timber; bolt; joint; carrying capacity; static; dynamic; multicycle; fatigue; reinforcement; screw;
D O I：
10.4028/www.scientific.net/AMR.838-841.634
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Aim of this article is in presentation of results of dynamic tests of round timber bolted connections with slotted in steel plates. Multicyclic dynamic (fatigue) tests in tension were made with round timber joints on pulsator INSTRON in laboratory of ITAM CAS Prague. Results of laboratory tests have been statistically evaluated and completed with graphical records of deformation response to loading.
引用
收藏
页码：634 / 638
页数：5
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