EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE

Described are procedures and results of investigating the stress- strained state (SSS) of the filled in with soil bridge construction with a cylindrical arch of a constant thickness made from the monolithic reinforced concrete with the use of flat and three-dimensional finite-element models. The dat...

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Bibliographic Details

Published in:	Structural Mechanics of Engineering Constructions and Buildings
Main Authors:	V S Safronov, V V Zazvonov
Format:	Article
Language:	English
Published:	Peoples’ Friendship University of Russia (RUDN University) 2011-06-01
Subjects:	грунтозасыпной мост железобетонный свод песчаная засыпка напряженно-деформированное состояние статическое испытание нагрузка деформации физическая нелинейность напряжения прогибы
Online Access:	http://journals.rudn.ru/structural-mechanics/article/view/10943