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Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH BOLTED FRICTION PANEL JOINT MEMBERS OF STEEL TRUSS BRIDGES AND CALCULATION METHOD OF ITS EFFECTIVE WIDTH
Takashi YAMAGUCHIShinsuke YOSHIDAKunitaro HASHIMOTOKunitomo SUGIURA
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2011 Volume 18 Issue 71 Pages 71_27-71_42

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Abstract

In this study, in order to clear the mechanical behavior of panel point of steel truss bridges using high strength bolted frictional joints, tensile loading experiment is carried out at first. Secondly, in order to make more detail clarification of the mechanical behavior and to examine the effective width of the gusset plate, finite element analysis has been executed by using the model which has same configuration of the specimen. From the results of this experiment and analysis, the collapse behavior of panel points of steel truss bridges is discussed and applicable evaluation methods of the load carrying capacity for yielding of such panel points are proposed.

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© 2011 Japanese Society of Steel Construction
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