Cuencos de deflexión 3d en pavimento flexible
When designing a flexible pavement construction model, it must meet the standards for allowable values and reserve percentages for stresses, strains, and deflections so that they can provide service during the design period. Deflection for being within the essential admissible criteria; It becomes a...
- Autores:
-
Hernández Rojas, Daniela Andrea
Higuera Sandoval, Carlos Hernando
- Tipo de recurso:
- Fecha de publicación:
- 2021
- Institución:
- Universidad Santo Tomás
- Repositorio:
- Universidad Santo Tomás
- Idioma:
- spa
- OAI Identifier:
- oai:repository.usta.edu.co:11634/36736
- Acceso en línea:
- http://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/2180
http://hdl.handle.net/11634/36736
- Palabra clave:
- deflection bowl
3D modeling
flexible pavement
elastic theory
cuenco de deflexión
modelación 3D
pavimento flexible
teoría elástica
tigela de deflexão
modelagem 3D
pavimento flexível
teoria elástica
- Rights
- License
- Derechos de autor 2020 Ingenio Magno
| id |
SantoToma2_1748f719296dc02d5e445252c820c197 |
|---|---|
| oai_identifier_str |
oai:repository.usta.edu.co:11634/36736 |
| network_acronym_str |
SantoToma2 |
| network_name_str |
Universidad Santo Tomás |
| repository_id_str |
|
| dc.title.spa.fl_str_mv |
Cuencos de deflexión 3d en pavimento flexible |
| dc.title.alternative.eng.fl_str_mv |
Deflection bowls 3d in flexible paving |
| dc.title.alternative.por.fl_str_mv |
Tigelas de deflexão 3d em pavimentação flexível |
| title |
Cuencos de deflexión 3d en pavimento flexible |
| spellingShingle |
Cuencos de deflexión 3d en pavimento flexible deflection bowl 3D modeling flexible pavement elastic theory cuenco de deflexión modelación 3D pavimento flexible teoría elástica tigela de deflexão modelagem 3D pavimento flexível teoria elástica |
| title_short |
Cuencos de deflexión 3d en pavimento flexible |
| title_full |
Cuencos de deflexión 3d en pavimento flexible |
| title_fullStr |
Cuencos de deflexión 3d en pavimento flexible |
| title_full_unstemmed |
Cuencos de deflexión 3d en pavimento flexible |
| title_sort |
Cuencos de deflexión 3d en pavimento flexible |
| dc.creator.fl_str_mv |
Hernández Rojas, Daniela Andrea Higuera Sandoval, Carlos Hernando |
| dc.contributor.author.none.fl_str_mv |
Hernández Rojas, Daniela Andrea Higuera Sandoval, Carlos Hernando |
| dc.subject.proposal.eng.fl_str_mv |
deflection bowl 3D modeling flexible pavement elastic theory |
| topic |
deflection bowl 3D modeling flexible pavement elastic theory cuenco de deflexión modelación 3D pavimento flexible teoría elástica tigela de deflexão modelagem 3D pavimento flexível teoria elástica |
| dc.subject.proposal.spa.fl_str_mv |
cuenco de deflexión modelación 3D pavimento flexible teoría elástica |
| dc.subject.proposal.por.fl_str_mv |
tigela de deflexão modelagem 3D pavimento flexível teoria elástica |
| description |
When designing a flexible pavement construction model, it must meet the standards for allowable values and reserve percentages for stresses, strains, and deflections so that they can provide service during the design period. Deflection for being within the essential admissible criteria; It becomes an important study factor, so the objective of this article is the analysis of the effect and damage caused by traffic loads through load spectra, applying the elastic theory, determining and graphing the transversal and longitudinal deflection bowls in 2D and 3D. ; for a 3S1 configuration vehicle with maximum axle weights allowed by Colombian regulations and modeled in WinJULEA with a typical pavement structure to determine deflections in more than 600 points; analyzing the damage caused to the pavement where deflections greater than 1 mm were found as a result of the monotonic load of each axis and the interposition of deflection bulbs that create critical points where the pavement suffers damage similar to that found under the load plates. |
| publishDate |
2021 |
| dc.date.accessioned.none.fl_str_mv |
2021-09-24T14:00:56Z |
| dc.date.available.none.fl_str_mv |
2021-09-24T14:00:56Z |
| dc.date.issued.none.fl_str_mv |
2021-06-08 |
| dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.drive.none.fl_str_mv |
info:eu-repo/semantics/article |
| dc.identifier.none.fl_str_mv |
http://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/2180 |
| dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/11634/36736 |
| url |
http://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/2180 http://hdl.handle.net/11634/36736 |
| dc.language.iso.none.fl_str_mv |
spa |
| language |
spa |
| dc.relation.none.fl_str_mv |
http://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/2180/1858 |
| dc.relation.citationissue.spa.fl_str_mv |
Ingenio Magno; Vol. 11 Núm. 2 (2020): Ingenio Magno vol. 11-2; 62-77 |
| dc.relation.citationissue.none.fl_str_mv |
2422-2399 2145-9282 |
| dc.rights.spa.fl_str_mv |
Derechos de autor 2020 Ingenio Magno |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
| rights_invalid_str_mv |
Derechos de autor 2020 Ingenio Magno http://purl.org/coar/access_right/c_abf2 |
| dc.format.mimetype.none.fl_str_mv |
application/pdf |
| dc.publisher.spa.fl_str_mv |
Universidad Santo Tomás Seccional Tunja |
| institution |
Universidad Santo Tomás |
| repository.name.fl_str_mv |
Repositorio Universidad Santo Tomás |
| repository.mail.fl_str_mv |
noreply@usta.edu.co |
| _version_ |
1800786363241463808 |
| spelling |
Hernández Rojas, Daniela AndreaHiguera Sandoval, Carlos Hernando2021-09-24T14:00:56Z2021-09-24T14:00:56Z2021-06-08http://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/2180http://hdl.handle.net/11634/36736When designing a flexible pavement construction model, it must meet the standards for allowable values and reserve percentages for stresses, strains, and deflections so that they can provide service during the design period. Deflection for being within the essential admissible criteria; It becomes an important study factor, so the objective of this article is the analysis of the effect and damage caused by traffic loads through load spectra, applying the elastic theory, determining and graphing the transversal and longitudinal deflection bowls in 2D and 3D. ; for a 3S1 configuration vehicle with maximum axle weights allowed by Colombian regulations and modeled in WinJULEA with a typical pavement structure to determine deflections in more than 600 points; analyzing the damage caused to the pavement where deflections greater than 1 mm were found as a result of the monotonic load of each axis and the interposition of deflection bulbs that create critical points where the pavement suffers damage similar to that found under the load plates.Cuando se diseña un modelo de construcción de pavimento flexible, debe cumplir con los estándares de valores admisibles y porcentajes de reserva de esfuerzos, deformaciones y deflexiones para que puedan otorgar servicio durante el periodo de diseño. La deflexión por estar dentro de los criterios admisibles esenciales; se vuelve un factor importante de estudio por lo que el objetivo de este artículo es el análisis del efecto y daño que provoca las cargas de tránsito mediante espectros de carga aplicando la teoría elástica determinando y graficando los cuencos de deflexión transversales y longitudinales en 2D y 3D; para un vehículo de configuración 3S1 con pesos por eje máximos permitidos por la normatividad Colombiana y modelado en WinJULEA con una estructura de pavimento típica para la determinación de deflexiones en más de 600 puntos; analizando el daño provocado en el pavimento donde se encontraron deflexiones mayores a 1 mm producto de la carga monotónica de cada eje y de interposición de bulbos de deflexión que crean puntos críticos donde el pavimento sufre un daño similar al encontrado debajo de los platos de carga.Ao projetar um modelo de construção de pavimento flexível, ele deve atender aos padrões de valores permitidos e porcentagens de reserva para tensões, deformações e deflexões para que possam fornecer serviço durante o período de projeto. Desvio por estar dentro dos critérios essenciais de admissibilidade; Torna-se um importante fator de estudo, portanto o objetivo deste artigo é a análise do efeito e dano causado pelas cargas de tráfego através de espectros de carga, aplicando a teoria elástica, determinando e graficando as tigelas de deflexão transversal e longitudinal em 2D e 3D. ; para um veículo de configuração 3S1 com pesos máximos por eixo permitidos pela regulamentação colombiana e modelado em WinJULEA com uma estrutura de pavimento típica para determinar deflexões em mais de 600 pontos; analisar os danos causados ao pavimento onde foram encontradas flechas superiores a 1 mm em função da carga monotônica de cada eixo e da interposição de bulbos de deflexão que criam pontos críticos onde o pavimento sofre danos semelhantes aos encontrados sob as placas de carga.application/pdfspaUniversidad Santo Tomás Seccional Tunjahttp://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/2180/1858Ingenio Magno; Vol. 11 Núm. 2 (2020): Ingenio Magno vol. 11-2; 62-772422-23992145-9282Derechos de autor 2020 Ingenio Magnohttp://purl.org/coar/access_right/c_abf2Cuencos de deflexión 3d en pavimento flexibleDeflection bowls 3d in flexible pavingTigelas de deflexão 3d em pavimentação flexívelinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1deflection bowl3D modelingflexible pavementelastic theorycuenco de deflexiónmodelación 3Dpavimento flexibleteoría elásticatigela de deflexãomodelagem 3Dpavimento flexívelteoria elástica11634/36736oai:repository.usta.edu.co:11634/367362023-07-14 16:22:42.469metadata only accessRepositorio Universidad Santo Tomásnoreply@usta.edu.co |