Study of structural joints with composite materials to enhance the mechanical response of bus superstructures

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Steel structures have an ubiquitous presence in several industries due to their availability and low price. Bus super-structures are typically built using structural steel hollow shapes and serve a major role during crashes and rollovers, as they protect the passengers by absorbing the kinetic energ...

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Detalles Bibliográficos
Autor: Lavayen Farfán, Daniel
Formato: tesis doctoral
Fecha de Publicación:2022
Institución:Pontificia Universidad Católica del Perú
Repositorio:PUCP-Tesis
Lenguaje:inglés
OAI Identifier:oai:tesis.pucp.edu.pe:20.500.12404/23385
Enlace del recurso:http://hdl.handle.net/20.500.12404/23385
Nivel de acceso:acceso abierto
Materia:Autobuses--Estructuras de acero
Autobuses--Carrocería--Mejoramiento
Carrocería--Uniones soldadas--Modelos
https://purl.org/pe-repo/ocde/ford#2.00.00
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dc.title.es_ES.fl_str_mv Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
title Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
spellingShingle Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
Lavayen Farfán, Daniel
Autobuses--Estructuras de acero
Autobuses--Carrocería--Mejoramiento
Carrocería--Uniones soldadas--Modelos
https://purl.org/pe-repo/ocde/ford#2.00.00
title_short Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
title_full Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
title_fullStr Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
title_full_unstemmed Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
title_sort Study of structural joints with composite materials to enhance the mechanical response of bus superstructures
author Lavayen Farfán, Daniel
author_facet Lavayen Farfán, Daniel
author_role author
dc.contributor.advisor.fl_str_mv Rodríguez Hernández, Jorge Antonio
dc.contributor.author.fl_str_mv Lavayen Farfán, Daniel
dc.subject.es_ES.fl_str_mv Autobuses--Estructuras de acero
Autobuses--Carrocería--Mejoramiento
Carrocería--Uniones soldadas--Modelos
topic Autobuses--Estructuras de acero
Autobuses--Carrocería--Mejoramiento
Carrocería--Uniones soldadas--Modelos
https://purl.org/pe-repo/ocde/ford#2.00.00
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.00.00
description Steel structures have an ubiquitous presence in several industries due to their availability and low price. Bus super-structures are typically built using structural steel hollow shapes and serve a major role during crashes and rollovers, as they protect the passengers by absorbing the kinetic energy of impacts and dissipating it as plastic deformations. In recent years, composite materials have gained protagonism in numerous applications due to their high specific strength and stiffness. However, costs and manufacturing complexity have made all-composite automotive structures economically unfeasible. Thus, the current tendency is the use of multimaterial structures: using composites only in the zones where they are needed, while keeping an inexpensive material, like steel, elsewhere. Hollow structural shapes, used in bus structures, are susceptible to bending collapse failure during rollover and crashes, which must be precisely predicted and calculated. Existing theoretical models for this failure mechanism have certain limitations to account for larger thickness, plastic hardening, and composite reinforcements. The present work aims to address these limitations through the development of new theoretical models for the so-called medium-thin-walled hollow shapes, as well as for reinforced CFRP-Steel hollow shapes. Both materials are joined using structural adhesives due to their ease-of-use and relatively low price. Experimental test results have shown the validity and accuracy of the proposed models. These proposed models are then implemented in a concept model of a bus structure to address its crashworthiness and the effectiveness of the reinforced shapes.
publishDate 2022
dc.date.accessioned.none.fl_str_mv 2022-09-22T19:00:39Z
dc.date.available.none.fl_str_mv 2022-09-22T19:00:39Z
dc.date.created.none.fl_str_mv 2022
dc.date.issued.fl_str_mv 2022-09-22
dc.type.es_ES.fl_str_mv info:eu-repo/semantics/doctoralThesis
format doctoralThesis
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/20.500.12404/23385
url http://hdl.handle.net/20.500.12404/23385
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartof.fl_str_mv SUNEDU
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eu_rights_str_mv openAccess
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dc.publisher.es_ES.fl_str_mv Pontificia Universidad Católica del Perú
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spelling Rodríguez Hernández, Jorge AntonioLavayen Farfán, Daniel2022-09-22T19:00:39Z2022-09-22T19:00:39Z20222022-09-22http://hdl.handle.net/20.500.12404/23385Steel structures have an ubiquitous presence in several industries due to their availability and low price. Bus super-structures are typically built using structural steel hollow shapes and serve a major role during crashes and rollovers, as they protect the passengers by absorbing the kinetic energy of impacts and dissipating it as plastic deformations. In recent years, composite materials have gained protagonism in numerous applications due to their high specific strength and stiffness. However, costs and manufacturing complexity have made all-composite automotive structures economically unfeasible. Thus, the current tendency is the use of multimaterial structures: using composites only in the zones where they are needed, while keeping an inexpensive material, like steel, elsewhere. Hollow structural shapes, used in bus structures, are susceptible to bending collapse failure during rollover and crashes, which must be precisely predicted and calculated. Existing theoretical models for this failure mechanism have certain limitations to account for larger thickness, plastic hardening, and composite reinforcements. The present work aims to address these limitations through the development of new theoretical models for the so-called medium-thin-walled hollow shapes, as well as for reinforced CFRP-Steel hollow shapes. Both materials are joined using structural adhesives due to their ease-of-use and relatively low price. Experimental test results have shown the validity and accuracy of the proposed models. 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