dc.contributor.author |
Kocabas, Ibrahim
|
cze |
dc.contributor.author |
Özdemir, Alp
|
cze |
dc.contributor.author |
Švanda, Pavel
|
cze |
dc.date.accessioned |
2017-05-11T10:27:48Z |
|
dc.date.available |
2017-05-11T10:27:48Z |
|
dc.date.issued |
2016 |
eng |
dc.identifier.isbn |
978-80-87012-59-8 |
eng |
dc.identifier.issn |
1805-8248 |
eng |
dc.identifier.uri |
http://hdl.handle.net/10195/67015 |
|
dc.description.abstract |
Adhesively bonded single lap joints are a candidate structure fastening technique to riveted, welded and bolted joints, attaining a better load transfer and more uniform stress distributions. It is quite important to establish a relationship between static strength of a single lap joint and design parameters such as geometrical parameters, material response, type of loading and etc. This paper presents a conceptual design methodology for single lap joints with mild steel adherend S255 considering geometrical and material parameters. In order to perform this task, ductile (Veropal Super HE-20) and brittle (Carboresin) two component structural epoxy adhesives are implemented to examine influence of material behavior. Single lap joints are manufactured at various overlap lengths and undergone simple uni-axial tensile tests to identify static tensile strengths. Then a numerical model is created in a commercial finite element package program (ABAQUS™) to make a comparison between experimental and numerical failure loads, which implements well-known maximum value criteria for both adhesive and adherend failure. The results express that the material response and overlap length plays a substantial role in the design stage of bonded structures up to a certain point. Consequently, strength of a single lap joint is no longer dependent on increase of overlap length at which the failure mechanism is dictated by adherend yielding. |
eng |
dc.format |
p. 290-293 |
eng |
dc.language.iso |
eng |
eng |
dc.publisher |
Ústav termomechaniky AV ČR, v. v. i. |
eng |
dc.relation.ispartof |
Engineering Mechanics 2016 : 22nd International Conference |
eng |
dc.rights |
open access |
eng |
dc.subject |
Single lap joint |
eng |
dc.subject |
Epoxy adhesive |
eng |
dc.subject |
Static strength |
eng |
dc.subject |
Mild steel |
eng |
dc.subject |
Finite element method |
eng |
dc.subject |
jednoduše přeplátovaný spoj |
cze |
dc.subject |
epoxidové lepidlo |
cze |
dc.subject |
pevnost v tahu |
cze |
dc.subject |
nelegovaná ocel |
cze |
dc.subject |
metoda konečných prvků |
cze |
dc.title |
DESIGN OF SINGLE LAP JOINTS WITH MILD STEEL ADHERENDS |
eng |
dc.title.alternative |
Konstrukce jednoduše přeplátovaného spoje z s využitím nelegované oceli jako adherendu |
cze |
dc.type |
ConferenceObject |
eng |
dc.description.abstract-translated |
Bylo studováno rozložení napětí v jednoduše přeplátovaném lepeném spoji. Jako adherend byla použita nelegovaná konstrukční ocel. Napětí bylo studováno pomocí metody konečných prvků. Vypočítané hodnoty byly porovnávány s hodnotami zjištěnými na reálných vzorcích. |
cze |
dc.event |
Engineering Mechanics 2016 : 22nd International Conference (09.05.2016 - 12.05.2016) |
eng |
dc.peerreviewed |
yes |
eng |
dc.publicationstatus |
postprint |
eng |
dc.relation.publisherversion |
http://www.engmech.cz/2016/im/doc/proceedings_2016.pdf |
|
dc.identifier.wos |
000379986700069 |
|
dc.identifier.wos |
000379986700069 |
|
dc.identifier.obd |
39876623 |
eng |