dc.contributor.author |
Karantza, Konstantina
|
en |
dc.contributor.author |
Καραντζά, Κωνσταντίνα
|
el |
dc.date.accessioned |
2022-07-01T09:03:46Z |
|
dc.date.available |
2022-07-01T09:03:46Z |
|
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/55352 |
|
dc.identifier.uri |
http://dx.doi.org/10.26240/heal.ntua.23050 |
|
dc.description |
Εθνικό Μετσόβιο Πολυτεχνείο--Μεταπτυχιακή Εργασία. Διεπιστημονικό-Διατμηματικό Πρόγραμμα Μεταπτυχιακών Σπουδών (Δ.Π.Μ.Σ.) “Εφαρμοσμένη Μηχανική” |
el |
dc.rights |
Default License |
|
dc.subject |
Crashworthiness |
en |
dc.subject |
Oblique collapse |
en |
dc.subject |
Thin-walled tubes |
en |
dc.subject |
Steel circular tubes |
en |
dc.subject |
LS-DYNA |
en |
dc.subject |
Κρουστική καταπόνηση |
el |
dc.subject |
Λοξή κατάρρευση |
el |
dc.subject |
Λεπτότοιχοι σωλήνες |
el |
dc.subject |
Χαλύβδινοι κυκλικοί σωλήνες |
el |
dc.title |
Crashworthiness response of thin-walled steel circular tubes under oblique loading |
en |
heal.type |
masterThesis |
|
heal.secondaryTitle |
Ικανότητα απορρόφησης ενέργειας χαλύβδινων κυλινδρικών κελυφών έναντι λοξής φόρτισης |
el |
heal.classification |
Mechanical engineering |
en |
heal.classification |
Crashworthiness |
en |
heal.classification |
Crushing mechanics |
en |
heal.classification |
Μηχανολογία |
el |
heal.classification |
Κρουστική καταπόνηση |
el |
heal.classification |
Μηχανική των κρούσεων |
el |
heal.language |
en |
|
heal.access |
free |
|
heal.recordProvider |
ntua |
el |
heal.publicationDate |
2022-02-18 |
|
heal.abstract |
The aim of current master thesis is to investigate the behavior of thin-walled circular steel tubes subjected to both axial and oblique crushing in order to evaluate their crashworthiness efficiency. In order to assess the energy absorption capability and the occurred collapse mechanism both experimental tests and numerical finite element simulations are carried out providing the load-displacement curve and the main crashworthiness response parameters, while further different collapse states are captured during plastic deformation. Regarding the examined oblique crushing conditions, various loading angles lying from 3o to 11o are studied aiming to estimate their effect on the absorbed energy and the failure mode occurred during plastic collapse.
At first, experimental compression tests are conducted in quasi-static conditions under a constant loading rate of 10 mm/min by adjusting properly the loading angle representing off-axis oblique crushing conditions. For each examined specimen, two compression tests are carried out in order to secure the reliability of experimental results. At next, numerical simulation are carried out in LS-Dyna software by developing the finite element models of the examined cases. The developed models are simulated in dynamic conditions by adjusting a crushing speed of 1 m/s. Tubular specimens are modelled via 4-node shell elements, while at each examined configuration by both experiments and simulations the bottom tube end was considered as fixedly supported. The experimental and the numerical results were firstly compared between each other to validate the created finite element models, while also both were taken into account in order to evaluate the crashworthiness efficiency of the examined structures and assess the loading angle effect on their response.
Both experiments and simulations showed a sufficient agreement in both occurred collapse mechanism and crashworthiness response parameters. The highest crashworthiness efficiency revealed by the axially collapsed specimen, while oblique loading conditions reacted to lower energy absorption capacity for the examined tubes. In fact, as the loading angle gets higher, additional bending loads are introduced capable of causing local bending to the crushed structure decreasing significantly its energy absorption capacity. In subsequence, as the loading angle increases, both plastic collapse load and absorbed energy revealed a decrease which showed a significantly sharper drop for loading angles beyond 6o highlighting the last one as a critical oblique loading angle compared to the examined ones. |
en |
heal.advisorName |
Manolakos, Dimitrios
|
en |
heal.advisorName |
Μανωλάκος, Δημήτριος |
el |
heal.committeeMemberName |
Theotokoglou, Efstathios
|
en |
heal.committeeMemberName |
Θεοτόκογλου, Ευστάθιος |
el |
heal.committeeMemberName |
Kontou, Evagelia |
en |
heal.committeeMemberName |
Κοντού, Ευαγγελία |
el |
heal.committeeMemberName |
Manolakos, Dimitrios
|
en |
heal.committeeMemberName |
Μανωλάκος, Δημήτριος |
el |
heal.academicPublisher |
Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Εφαρμοσμένων Μαθηματικών και Φυσικών Επιστημών |
el |
heal.academicPublisherID |
ntua |
|
heal.numberOfPages |
125 σ. |
el |
heal.fullTextAvailability |
false |
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