2019
DOI: 10.1088/1757-899x/675/1/012012
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The method of displacements calculating in the joints of timber structures

Abstract: This article is devoted to the peculiarities of calculating compliance modifications of the timber elements on mechanical linkages. Here we analyze in detail the method of C M Kochenov using in the design standards of the Russian Federation. This method allows to determine accurately the number of links that are able to resist the shear force in the linkage, however, this method does not include analyzing of shear deformation in modifications. And it is a disadvantage. In this article the author considers anot… Show more

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“…There are several shapes and types of shear connectors, the most common are grip and the stud shear connector, which consists of a head and a plain shank connected to the steel component by a welded collar. Subsequently, many researchers have inspected different aspects of composite behavior extending from experimental studies to analytical-numerical solutions, where [7,8] presented a comprehensive review of the state-of-the-art in this field. However, numerous arrangements of the composite steel-concrete section are currently used in structural engineering.…”
Section: Introductionmentioning
confidence: 99%
“…There are several shapes and types of shear connectors, the most common are grip and the stud shear connector, which consists of a head and a plain shank connected to the steel component by a welded collar. Subsequently, many researchers have inspected different aspects of composite behavior extending from experimental studies to analytical-numerical solutions, where [7,8] presented a comprehensive review of the state-of-the-art in this field. However, numerous arrangements of the composite steel-concrete section are currently used in structural engineering.…”
Section: Introductionmentioning
confidence: 99%