The study of carrying capacity of timber slabs with use the finite elements method

In the article, the results of the study of behavior of timber slab under influence of fire with the standard “time-temperature” curve are presented. The finite element method was used for it. For the calculation we constructed a grid models of timber slabs. As a result of solution of the thermal pr...

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Main Authors: Demeshok Vitalii, Zalevs’ka Alina, Tychenko Evgen, Zmaga Yana
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201711602010
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author Demeshok Vitalii
Zalevs’ka Alina
Tychenko Evgen
Zmaga Yana
author_facet Demeshok Vitalii
Zalevs’ka Alina
Tychenko Evgen
Zmaga Yana
author_sort Demeshok Vitalii
collection DOAJ
description In the article, the results of the study of behavior of timber slab under influence of fire with the standard “time-temperature” curve are presented. The finite element method was used for it. For the calculation we constructed a grid models of timber slabs. As a result of solution of the thermal problem was obtained temperature distribution and the graphs of maximum deflection of timber slabs and its slew rate depending on the time of the test. The obtained graphs allow to obtain data on the occurrence of the limit state of loss of bearing capacity by comparing current values of displacements and velocities with the maximum allowable. Analysis of the graphs shows that the criteria limit state of loss of bearing capacity does not occur. Calculation method of evaluating the fire resistance of timber slabs was developed. For it use database about strain-stress state of this slabs in conditions of influence of the fire.
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spelling doaj.art-332ac87d118d4b5c87a72a7a3244e4be2022-12-21T20:02:10ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011160201010.1051/matecconf/201711602010matecconf_trs2017_02010The study of carrying capacity of timber slabs with use the finite elements methodDemeshok Vitalii0Zalevs’ka Alina1Tychenko Evgen2Zmaga Yana3Cherkassy Institute of Fire Safety named after Chernobyl Heroes National University of Civil Protection of Ukraine Science DepartmentCherkassy Institute of Fire Safety named after Chernobyl Heroes National University of Civil Protection of Ukraine Science DepartmentEducational-methodical Center of Civil Protection and Life Safety in Cherkasy RegionCherkassy Institute of Fire Safety named after Chernobyl Heroes National University of Civil Protection of Ukraine Science DepartmentIn the article, the results of the study of behavior of timber slab under influence of fire with the standard “time-temperature” curve are presented. The finite element method was used for it. For the calculation we constructed a grid models of timber slabs. As a result of solution of the thermal problem was obtained temperature distribution and the graphs of maximum deflection of timber slabs and its slew rate depending on the time of the test. The obtained graphs allow to obtain data on the occurrence of the limit state of loss of bearing capacity by comparing current values of displacements and velocities with the maximum allowable. Analysis of the graphs shows that the criteria limit state of loss of bearing capacity does not occur. Calculation method of evaluating the fire resistance of timber slabs was developed. For it use database about strain-stress state of this slabs in conditions of influence of the fire.https://doi.org/10.1051/matecconf/201711602010
spellingShingle Demeshok Vitalii
Zalevs’ka Alina
Tychenko Evgen
Zmaga Yana
The study of carrying capacity of timber slabs with use the finite elements method
MATEC Web of Conferences
title The study of carrying capacity of timber slabs with use the finite elements method
title_full The study of carrying capacity of timber slabs with use the finite elements method
title_fullStr The study of carrying capacity of timber slabs with use the finite elements method
title_full_unstemmed The study of carrying capacity of timber slabs with use the finite elements method
title_short The study of carrying capacity of timber slabs with use the finite elements method
title_sort study of carrying capacity of timber slabs with use the finite elements method
url https://doi.org/10.1051/matecconf/201711602010
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