REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION

Cover Page

Abstract


Assessment of the reduction rigid rolled U-shaped arch profiles features finds difficulties first of all in their geometrical form and functioning. In this article there was made a calculation of reduction of rigid rolled U-shaped arch. While taking into account the complication of their assessment, two main calculating methods were considered. The first one is experimental, while the other is solid models modeling, taking into account the rolling of the profiles. Within the scope of this work the second method of reduction rigid rolled U-shaped arch profiles features assessment was examined. In this case the calculation of the reduction rolled profiles proceed along their length with the conversion their form to an T-shaped section. The profile modeling was based on the Solid Works software package. The results are the estimation of reduction rigid rolled U-shaped arch profiles features as well as the substantiation of the T-shaped section conversion.

About the authors

Yu A Veselev

M S Karabutov

Email: kmcmisha@yandex.ru

References

Statistics

Views

Abstract - 708

PDF (Russian) - 615

Cited-By



Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings



This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies