THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES

THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES

The article presents the derivation and solution of the differential equation of the ultimate limit state of the wooden and reinforced concrete beam under the influence of negative atmospheric temperatures, as well as the results of studies of the effect of negative atmospheric tempera- tures on the...

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Bibliographic Details
Main Authors: P M Salamahin, I V Reshetnikov
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2014-12-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
деревожелезобетонная балка
температура среды
дифференци- альное уравнение
скалывающие напряжения по контакту бетон - дерево
нормальные напряжения в бетоне и древесине
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/10916
id doaj-b4822d6fb3b74258a688da17e129d47c
record_format Article
spelling doaj-b4822d6fb3b74258a688da17e129d47c2020-11-25T00:01:20ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002014-12-0106445010915THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGESP M Salamahin0I V Reshetnikov1МАДИ (ГТУ)ОАО филиал МосинжпроектThe article presents the derivation and solution of the differential equation of the ultimate limit state of the wooden and reinforced concrete beam under the influence of negative atmospheric temperatures, as well as the results of studies of the effect of negative atmospheric tempera- tures on the stressed state and the size of the cross-sections of the composite beams made of wood and reinforced concrete, in auto road bridges obtained by the developed program of computer-aided design.http://journals.rudn.ru/structural-mechanics/article/view/10916деревожелезобетонная балкатемпература средыдифференци- альное уравнениескалывающие напряжения по контакту бетон - деревонормальные напряжения в бетоне и древесине
collection DOAJ
language English
format Article
sources DOAJ
author P M Salamahin
I V Reshetnikov
spellingShingle P M Salamahin
I V Reshetnikov
THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
Structural Mechanics of Engineering Constructions and Buildings
деревожелезобетонная балка
температура среды
дифференци- альное уравнение
скалывающие напряжения по контакту бетон - дерево
нормальные напряжения в бетоне и древесине
author_facet P M Salamahin
I V Reshetnikov
author_sort P M Salamahin
title THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
title_short THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
title_full THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
title_fullStr THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
title_full_unstemmed THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
title_sort influence of negative atmospheric temperatures on the stress state and the size of the cross-sections of composite beams made of wood-and-reinforced concrete in auto road bridges
publisher Peoples’ Friendship University of Russia (RUDN University)
series Structural Mechanics of Engineering Constructions and Buildings
issn 1815-5235
2587-8700
publishDate 2014-12-01
description The article presents the derivation and solution of the differential equation of the ultimate limit state of the wooden and reinforced concrete beam under the influence of negative atmospheric temperatures, as well as the results of studies of the effect of negative atmospheric tempera- tures on the stressed state and the size of the cross-sections of the composite beams made of wood and reinforced concrete, in auto road bridges obtained by the developed program of computer-aided design.
topic деревожелезобетонная балка
температура среды
дифференци- альное уравнение
скалывающие напряжения по контакту бетон - дерево
нормальные напряжения в бетоне и древесине
url http://journals.rudn.ru/structural-mechanics/article/view/10916
work_keys_str_mv AT pmsalamahin theinfluenceofnegativeatmospherictemperaturesonthestressstateandthesizeofthecrosssectionsofcompositebeamsmadeofwoodandreinforcedconcreteinautoroadbridges
AT ivreshetnikov theinfluenceofnegativeatmospherictemperaturesonthestressstateandthesizeofthecrosssectionsofcompositebeamsmadeofwoodandreinforcedconcreteinautoroadbridges
AT pmsalamahin influenceofnegativeatmospherictemperaturesonthestressstateandthesizeofthecrosssectionsofcompositebeamsmadeofwoodandreinforcedconcreteinautoroadbridges
AT ivreshetnikov influenceofnegativeatmospherictemperaturesonthestressstateandthesizeofthecrosssectionsofcompositebeamsmadeofwoodandreinforcedconcreteinautoroadbridges
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