Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos

Detalhes bibliográficos
Ano de defesa: 2019
Autor(a) principal: JERÓNIMO JIMÉNEZ, Keila lattes
Orientador(a): ROLIM, Mário Monteiro
Banca de defesa: LIMA, Renato Paiva de, SIMÕES NETO, Djalma Euzébio, LINS, Cecilia Maria Mota Silva
Tipo de documento: Tese
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Federal Rural de Pernambuco
Programa de Pós-Graduação: Programa de Pós-Graduação em Engenharia Agrícola
Departamento: Departamento de Engenharia Agrícola
País: Brasil
Palavras-chave em Português:
Área do conhecimento CNPq:
Link de acesso: http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/8274
Resumo: The machine-soil interaction study is crucial due to the compaction promoted by them mainly in semi-mechanized system. Thus, this study aims to analyze the behavior of the soil stress-strain in different layers in an Ultisol during the sugarcane harvest through numerical simulation by the Finite Element Method. Three sites, randomly selected in the crop line with layers from 0.2 m up to 1 m depth were used to perform the Visual Evaluation of Soil Structure (VESS), the soil penetration resistance, disturbed and undisturbed samples were collected for physical characterization analysis and several mechanical tests equilibrated in a water content corresponding to field capacity. All the parameters required by the Modified Cam-Clay elastoplastic model were determined through laboratory analysis. A mesh with a geometry of 9 x 4 m, which characterized the soil profile, was generated with the stratification of five types of materials in a Finite Element grid software. The distributed stresses of the different agricultural vehicles (tractor, truck and trailer) were calculated and applied, which were simulated through the Finite Element Method (FEM) in the numerical software CODE_BRIGHT. Pre-harvest parameters, such as pre-consolidation stress, soil penetration resistance (PR), dry bulk density (BD), aggregates, organic carbon and visual analysis were subjected to a multivariate analysis of variance at 5% probability, with canonical discriminant analyze. It was found that the trailer presented a greater propagation of the vertical stress, reaching up to 4 m of depth and 200 kPa at 1 m of depth. Under the wheels, as well as the tire-soil contact values of 880 kPa and 1 m depth were reached. There was an increase of the pre-consolidation stress and reduction of porosity along the profile, especially in the first layer. There was a canonical correlation between BD, PR, lower aggregate diameter, pre-consolidation stress and visual soil analysis scores. The layer 0-0.2 m presented higher concentration of organic carbon and higher percentage of aggregate diameter (> 2 mm). The 0.2-0.4 m layer presented higher BD, PR, VESS and percentage of aggregates of <0.25 mm.
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spelling ROLIM, Mário MonteiroGOMES, Igor FernandesLIMA, Renato Paiva deSIMÕES NETO, Djalma EuzébioLINS, Cecilia Maria Mota Silvahttp://lattes.cnpq.br/2305180668270987JERÓNIMO JIMÉNEZ, Keila2019-10-17T13:42:22Z2019-02-26JERÓNIMO JIMÉNEZ, Keila. Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos. 2019. 84 f. Tese (Programa de Pós-Graduação em Engenharia Agrícola) - Universidade Federal Rural de Pernambuco, Recife.http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/8274The machine-soil interaction study is crucial due to the compaction promoted by them mainly in semi-mechanized system. Thus, this study aims to analyze the behavior of the soil stress-strain in different layers in an Ultisol during the sugarcane harvest through numerical simulation by the Finite Element Method. Three sites, randomly selected in the crop line with layers from 0.2 m up to 1 m depth were used to perform the Visual Evaluation of Soil Structure (VESS), the soil penetration resistance, disturbed and undisturbed samples were collected for physical characterization analysis and several mechanical tests equilibrated in a water content corresponding to field capacity. All the parameters required by the Modified Cam-Clay elastoplastic model were determined through laboratory analysis. A mesh with a geometry of 9 x 4 m, which characterized the soil profile, was generated with the stratification of five types of materials in a Finite Element grid software. The distributed stresses of the different agricultural vehicles (tractor, truck and trailer) were calculated and applied, which were simulated through the Finite Element Method (FEM) in the numerical software CODE_BRIGHT. Pre-harvest parameters, such as pre-consolidation stress, soil penetration resistance (PR), dry bulk density (BD), aggregates, organic carbon and visual analysis were subjected to a multivariate analysis of variance at 5% probability, with canonical discriminant analyze. It was found that the trailer presented a greater propagation of the vertical stress, reaching up to 4 m of depth and 200 kPa at 1 m of depth. Under the wheels, as well as the tire-soil contact values of 880 kPa and 1 m depth were reached. There was an increase of the pre-consolidation stress and reduction of porosity along the profile, especially in the first layer. There was a canonical correlation between BD, PR, lower aggregate diameter, pre-consolidation stress and visual soil analysis scores. The layer 0-0.2 m presented higher concentration of organic carbon and higher percentage of aggregate diameter (> 2 mm). The 0.2-0.4 m layer presented higher BD, PR, VESS and percentage of aggregates of <0.25 mm.O estudo da interação máquina-solo é de vital importância devido à compactação provocada, principalmente, em sistema semi-mecanizado. Assim, objetivou-se analisar o comportamento da tensão-deformação do solo em diferentes camadas de um Argissolo durante à colheita de cana-de-açúcar, através de simulação numérica pelo Método dos Elementos Finitos. Em três locais selecionados aleatoriamente na entrelinha de cultivo, em camadas de 0,2 m, da superfície até 1 m de profundidade, onde realizou-se a Avaliação Visual da Estrutura do Solo (VESS) e a resistência à penetração e, foram coletadas amostras deformadas e indeformadas para diversos ensaios mecânicos, a capacidade de campo (CC) e análise de caracterização física. Foram determinados todos os parâmetros requeridos pelo modelo elastoplástico Cam-Clay Modificado através das análises de laboratório e gerada a geometria do perfil de solo com dimensões 9 × 4 m, com a estratificação de cinco tipos de materiais num gerador de malha de Elementos Finitos. Foram calculadas e aplicadas as tensões distribuídas pelos diversos veículos agrícolas (trator, caminhão e reboque), os quais foram simulados através do Método dos Elementos Finitos (MEF) no software numérico CODE_BRIGHT. Os parâmetros referentes antes da colheita, como a tensão de pré-consolidação, resistência à penetração (RP), densidade seca (Ds), agregados, carbono orgânico e análise visual foram submetidos a análise de variância multivariada ao 5% de probabilidade, com correlação canônica (multivariada). Foi encontrado que o reboque apresentou maior propagação das tensões verticais, propagando-se até 4 m de profundidade. No contato pneu-solo foram alcançados valores de 880 kPa e a 1,0 m de profundidade, embaixo dos rodados atingiu 200 kPa, e, houve aumento da tensão de pré-consolidação e redução da porosidade ao longo do perfil, principalmente na primeira camada. Assim como foi observado correlação canônica entre a Ds, RP, menor diâmetro de agregados (<0,25 mm), tensão de pré-consolidação e VESS. A camada de 0-0,2 m apresentou maior concentração de carbono orgânico e maior percentagem de diâmetro de agregados (>2 mm). Para a camada de 0,2-0,4 m, antes da colheita apresentou maior Ds, RP, VESS e percentagem de agregados de <0,25 mm.Submitted by Mario BC (mario@bc.ufrpe.br) on 2019-10-17T13:42:22Z No. of bitstreams: 1 Keila Jeronimo Jimenez.pdf: 2291128 bytes, checksum: a49de1518cc657f451bfa9d2e6d7c441 (MD5)Made available in DSpace on 2019-10-17T13:42:22Z (GMT). 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dc.title.por.fl_str_mv Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
title Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
spellingShingle Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
JERÓNIMO JIMÉNEZ, Keila
Compactação do solo
Colheita
Máquina agrícola
Cana-de-açúcar
CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
title_short Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
title_full Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
title_fullStr Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
title_full_unstemmed Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
title_sort Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos
author JERÓNIMO JIMÉNEZ, Keila
author_facet JERÓNIMO JIMÉNEZ, Keila
author_role author
dc.contributor.advisor1.fl_str_mv ROLIM, Mário Monteiro
dc.contributor.advisor-co1.fl_str_mv GOMES, Igor Fernandes
dc.contributor.referee1.fl_str_mv LIMA, Renato Paiva de
dc.contributor.referee2.fl_str_mv SIMÕES NETO, Djalma Euzébio
dc.contributor.referee3.fl_str_mv LINS, Cecilia Maria Mota Silva
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/2305180668270987
dc.contributor.author.fl_str_mv JERÓNIMO JIMÉNEZ, Keila
contributor_str_mv ROLIM, Mário Monteiro
GOMES, Igor Fernandes
LIMA, Renato Paiva de
SIMÕES NETO, Djalma Euzébio
LINS, Cecilia Maria Mota Silva
dc.subject.por.fl_str_mv Compactação do solo
Colheita
Máquina agrícola
Cana-de-açúcar
topic Compactação do solo
Colheita
Máquina agrícola
Cana-de-açúcar
CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
dc.subject.cnpq.fl_str_mv CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
description The machine-soil interaction study is crucial due to the compaction promoted by them mainly in semi-mechanized system. Thus, this study aims to analyze the behavior of the soil stress-strain in different layers in an Ultisol during the sugarcane harvest through numerical simulation by the Finite Element Method. Three sites, randomly selected in the crop line with layers from 0.2 m up to 1 m depth were used to perform the Visual Evaluation of Soil Structure (VESS), the soil penetration resistance, disturbed and undisturbed samples were collected for physical characterization analysis and several mechanical tests equilibrated in a water content corresponding to field capacity. All the parameters required by the Modified Cam-Clay elastoplastic model were determined through laboratory analysis. A mesh with a geometry of 9 x 4 m, which characterized the soil profile, was generated with the stratification of five types of materials in a Finite Element grid software. The distributed stresses of the different agricultural vehicles (tractor, truck and trailer) were calculated and applied, which were simulated through the Finite Element Method (FEM) in the numerical software CODE_BRIGHT. Pre-harvest parameters, such as pre-consolidation stress, soil penetration resistance (PR), dry bulk density (BD), aggregates, organic carbon and visual analysis were subjected to a multivariate analysis of variance at 5% probability, with canonical discriminant analyze. It was found that the trailer presented a greater propagation of the vertical stress, reaching up to 4 m of depth and 200 kPa at 1 m of depth. Under the wheels, as well as the tire-soil contact values of 880 kPa and 1 m depth were reached. There was an increase of the pre-consolidation stress and reduction of porosity along the profile, especially in the first layer. There was a canonical correlation between BD, PR, lower aggregate diameter, pre-consolidation stress and visual soil analysis scores. The layer 0-0.2 m presented higher concentration of organic carbon and higher percentage of aggregate diameter (> 2 mm). The 0.2-0.4 m layer presented higher BD, PR, VESS and percentage of aggregates of <0.25 mm.
publishDate 2019
dc.date.accessioned.fl_str_mv 2019-10-17T13:42:22Z
dc.date.issued.fl_str_mv 2019-02-26
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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dc.identifier.citation.fl_str_mv JERÓNIMO JIMÉNEZ, Keila. Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos. 2019. 84 f. Tese (Programa de Pós-Graduação em Engenharia Agrícola) - Universidade Federal Rural de Pernambuco, Recife.
dc.identifier.uri.fl_str_mv http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/8274
identifier_str_mv JERÓNIMO JIMÉNEZ, Keila. Análise da compactação do solo sob tráfego de máquinas na colheita da cana-de-açúcar através do método dos elementos finitos. 2019. 84 f. Tese (Programa de Pós-Graduação em Engenharia Agrícola) - Universidade Federal Rural de Pernambuco, Recife.
url http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/8274
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dc.publisher.initials.fl_str_mv UFRPE
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Departamento de Engenharia Agrícola
publisher.none.fl_str_mv Universidade Federal Rural de Pernambuco
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