Stresses in steel wire ropes transversely impacted by a punctual mass

Simple item page
dc.contributor.advisorAcosta Horna, Juan
dc.contributor.authorVasquez Arribasplata, Gilmer Fidel
dc.date.accessioned7/23/2019 8:13
dc.date.available7/23/2019 8:13
dc.date.issued2019-06
dc.descriptionA deeper understanding in the transverse impact of wire ropes is required to be able to design more and improved structures to reduce the soaring loss of human lifes in traffic accident, by fall of object in mines and the huge amount of rockfalls and landslides ubiquitous all along the rugged geography that we have. By all these reasons, in this thesis are given the mathematical models of the forces in the ends of a steel wire rope and the movement of the body that impact transversely in its middle point. To achieve these objectives, both ends of the wire rope are considered rigidly fixed, reducing its geometry to an unidimensional elastic string and modeling the body as a material point that could be a rock, automobile or any machinery that could fall over a protection barrier, achieving this way a high level of acceleration what in turn induces large displacements and internal stresses around the contact zone in the wire rope. Next the models are validated using the developed equations to calculate the reaction of the steel wire ropes type 3x7 and 1x7, assuming equal conditions imposed in previous investigations done about protection barriers. At the end is concluded that all models, excepting the model of internal stresses, express the physics present in the referred experiments and simulations thus contributing to augment our knowledge about the transversal impact of steel wire ropes. And additionally, it has been contributed with a method to determine the frontier conditions in a transversely impacted string that can also be used as basis to solve more general problems, as the oblique impact of wire ropes.es_PE
dc.description.abstractA deeper understanding in the transverse impact of wire ropes is required to be able to design more and improved structures to reduce the soaring loss of human lifes in traffic accident, by fall of object in mines and the huge amount of rockfalls and landslides ubiquitous all along the rugged geography that we have. By all these reasons, in this thesis are given the mathematical models of the forces in the ends of a steel wire rope and the movement of the body that impact transversely in its middle point. To achieve these objectives, both ends of the wire rope are considered rigidly fixed, reducing its geometry to an unidimensional elastic string and modeling the body as a material point that could be a rock, automobile or any machinery that could fall over a protection barrier, achieving this way a high level of acceleration what in turn induces large displacements and internal stresses around the contact zone in the wire rope. Next the models are validated using the developed equations to calculate the reaction of the steel wire ropes type 3x7 and 1x7, assuming equal conditions imposed in previous investigations done about protection barriers. At the end is concluded that all models, excepting the model of internal stresses, express the physics present in the referred experiments and simulations thus contributing to augment our knowledge about the transversal impact of steel wire ropes. And additionally, it has been contributed with a method to determine the frontier conditions in a transversely impacted string that can also be used as basis to solve more general problems, as the oblique impact of wire ropes.es_PE
dc.description.uriTesises_PE
dc.identifier.urihttps://hdl.handle.net/20.500.14414/13194
dc.language.isospaes_PE
dc.publisherUniversidad Nacional de Trujilloes_PE
dc.relation.ispartofseriesTmec;Tmec
dc.rightsinfo:eu-repo/semantics/openAccesses_PE
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/2.5/pe/es_PE
dc.sourceUniversidad Nacional de Trujilloes_PE
dc.sourceRepositorio institucional - UNITRUes_PE
dc.subjectTransversal impactes_PE
dc.titleStresses in steel wire ropes transversely impacted by a punctual masses_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
thesis.degree.disciplineIngenieríaes_PE
thesis.degree.grantorUniversidad Nacional de Trujillo Facultad de Ingenieríaes_PE
thesis.degree.levelTítulo Profesionales_PE
thesis.degree.nameIngeniero Mecánicoes_PE
Files
Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
Vasquez Arribasplata Gilmer A.pdf
Size:
21.25 MB
Format:
Adobe Portable Document Format
Description:
Transversal impact
Download
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:
Download
Collections
Tesis de Mecánica