Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework
Impact loadings such as vehicle collisions or falling rocks on a structure could lead it to collapse and, eventually, to fatal victims. Among possible alternatives to analyse this issue, Lumped Damage Mechanics is an interesting option due to its formulation and easiness for practical application. T...
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Gruppo Italiano Frattura
2020-07-01
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doaj-cc0162af35b64929886e2f702b3ff8ed2020-11-25T03:37:48ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932020-07-011453132510.3221/IGF-ESIS.53.0210.3221/IGF-ESIS.53.02Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage frameworkMateus Cardoso OliveiraDaniel Victor da Cunha TelesDavid Leonardo Nascimento de Figueiredo AmorimImpact loadings such as vehicle collisions or falling rocks on a structure could lead it to collapse and, eventually, to fatal victims. Among possible alternatives to analyse this issue, Lumped Damage Mechanics is an interesting option due to its formulation and easiness for practical application. Therefore, this paper presents a simplified Lumped Damage model to evaluate reinforced concrete structures under impact loads with shear failure mode. In the proposed approach, the damage variable is considered as an output parameter. Such damage variable takes values between zero and one, which quantifies the concrete cracking due to impact loading. The proposed formulation was applied in experiments of reinforced concrete beams under impact loads that presents shear collapse. The obtained results showed good accuracy between the proposed model and the actual structural behaviour. Moreover, a possible flowchart for practical applications is also presented. Since the model parameters are easily associated to inelastic phenomena, the proposed formulation might become accessible to engineers in practice.https://www.fracturae.com/index.php/fis/article/view/2680/3008impact loadreinforced concrete beamsshear failurelumped damage mechanics |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mateus Cardoso Oliveira Daniel Victor da Cunha Teles David Leonardo Nascimento de Figueiredo Amorim |
spellingShingle |
Mateus Cardoso Oliveira Daniel Victor da Cunha Teles David Leonardo Nascimento de Figueiredo Amorim Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework Frattura ed Integrità Strutturale impact load reinforced concrete beams shear failure lumped damage mechanics |
author_facet |
Mateus Cardoso Oliveira Daniel Victor da Cunha Teles David Leonardo Nascimento de Figueiredo Amorim |
author_sort |
Mateus Cardoso Oliveira |
title |
Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework |
title_short |
Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework |
title_full |
Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework |
title_fullStr |
Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework |
title_full_unstemmed |
Shear behaviour of reinforced concrete beams under impact loads by the Lumped Damage framework |
title_sort |
shear behaviour of reinforced concrete beams under impact loads by the lumped damage framework |
publisher |
Gruppo Italiano Frattura |
series |
Frattura ed Integrità Strutturale |
issn |
1971-8993 |
publishDate |
2020-07-01 |
description |
Impact loadings such as vehicle collisions or falling rocks on a structure could lead it to collapse and, eventually, to fatal victims. Among possible alternatives to analyse this issue, Lumped Damage Mechanics is an interesting option due to its formulation and easiness for practical application. Therefore, this paper presents a simplified Lumped Damage model to evaluate reinforced concrete structures under impact loads with shear failure mode. In the proposed approach, the damage variable is considered as an output parameter. Such damage variable takes values between zero and one, which quantifies the concrete cracking due to impact loading. The proposed formulation was applied in experiments of reinforced concrete beams under impact loads that presents shear collapse. The obtained results showed good accuracy between the proposed model and the actual structural behaviour. Moreover, a possible flowchart for practical applications is also presented. Since the model parameters are easily associated to inelastic phenomena, the proposed formulation might become accessible to engineers in practice. |
topic |
impact load reinforced concrete beams shear failure lumped damage mechanics |
url |
https://www.fracturae.com/index.php/fis/article/view/2680/3008 |
work_keys_str_mv |
AT mateuscardosooliveira shearbehaviourofreinforcedconcretebeamsunderimpactloadsbythelumpeddamageframework AT danielvictordacunhateles shearbehaviourofreinforcedconcretebeamsunderimpactloadsbythelumpeddamageframework AT davidleonardonascimentodefigueiredoamorim shearbehaviourofreinforcedconcretebeamsunderimpactloadsbythelumpeddamageframework |
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1724543809840218112 |