ROUND TIMBER BOLTED JOINTS EXPOSED TO STATIC AND DYNAMIC LOADING

被引：0

作者：

Lokaj, Antonin ^{[1
]}

Klajmonova, Kristyna ^{[1
]}

机构：

[1] Vsb Tech Univ Ostrava, Fac Civil Engn, Dept Bldg Struct, Ostrava 70833, Czech Republic

来源：

WOOD RESEARCH | 2014年 / 59卷 / 03期

关键词：

Round timber; bolt; joint; carrying capacity; reinforcement;

D O I：

暂无

中图分类号：

TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];

学科分类号：

0805 ; 080502 ; 0822 ;

摘要：

The Aim of this article is a presentation of the results of static and dynamic tests of round timber bolted connections with slotted - in steel plates. Round timber joints static tests in tension were carried out on a pressure machine EU100 in the laboratory of the Faculty of Civil Engineering VSB-TU Ostrava. The results of the laboratory tests have been statistically evaluated and completed by the graphical records of deformation response to loading. Round timber joints multicyclic dynamic (fatigue) tests in tension were carried out on a pulsator INSTRON in the laboratory of The Institute of Theoretical and Applied Mechanics AS CR in Prague and in the laboratory of Transport Research Institute in Zilina, Slovakia. Possibilities of reinforcing statically loaded joints are also presented

引用

页码：439 / 448

页数：10

共 14 条

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