Zobrazeno 1 - 10
of 191
pro vyhledávání: '"Johan Maljaars"'
Aluminiumlegeringen worden toegepast ín dragende constructies zoals helikopterdekken, personcelsverblijvcn op boorplatforms, gebouwen en schepen. Voor een aantal van deze constructies worden in de wetgeving eisen gesteld aan de tijd dat de dragende
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dris___00893::738aef6f5f1ac59eee8db73afd6c88d9
http://resolver.tudelft.nl/uuid:c1ab4045-e764-423c-8add-ec4cacdd2183
http://resolver.tudelft.nl/uuid:c1ab4045-e764-423c-8add-ec4cacdd2183
Autor:
Maljaars, J.
Publikováno v:
Aluminium, Maart, 28-30, 3
Aluminiumlegeringen worden toegepast ín dragende constructies zoals helikopterdekken, personcelsverblijvcn op boorplatforms, gebouwen en schepen. Voor een aantal van deze constructies worden in de wetgeving eisen gesteld aan de tijd dat de dragende
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::e68f049b1c750b76a0a9c6281eda3794
http://resolver.tudelft.nl/uuid:c1ab4045-e764-423c-8add-ec4cacdd2183
http://resolver.tudelft.nl/uuid:c1ab4045-e764-423c-8add-ec4cacdd2183
Publikováno v:
Structures, 51, 1795-1805. Elsevier
This paper presents the results of experimental tests and a numerical investigation of the fatigue behavior of buttlap friction stir welded (FSW) joints used in highway bridge decks made from aluminum extrusions. A large-scale fatigue experiment was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d5ac3b7fa9413446bbddfc950c40f211
https://doi.org/10.1016/j.istruc.2023.03.151
https://doi.org/10.1016/j.istruc.2023.03.151
Publikováno v:
CE/Papers. 5(4):282-289
Capacity design for bolted connections in tension means that yielding of the gross cross-section is decisive over the ultimate resistance of the net cross-section. If the requirement for capacity design is met, ductile connection behavior is achieved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4da5c8f4579b1c2d55464ec4e513f65
https://doi.org/10.1002/CEPA.1757
https://doi.org/10.1002/CEPA.1757
Publikováno v:
Engineering Structures, 284:115914. Elsevier
Train axle load measurements performed between 2012 and 2019 at 87 locations in the Dutch railway network are used to evaluate fatigue of railway bridges. The theoretical fatigue damage using realistic influence lines is determined for the measured l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::93e887a4ea120563fcec0c675b34c687
https://research.tue.nl/nl/publications/e9a860b1-87e0-468d-a9f6-c048ef83a4ec
https://research.tue.nl/nl/publications/e9a860b1-87e0-468d-a9f6-c048ef83a4ec
Publikováno v:
Engineering Structures, 283:115869. Elsevier
The fatigue life of orthotropic steel bridge decks in road bridges depends on the load effects exerted by heavy lorries. The contact surface of tyres is one of the important variables. Measurements described in the literature demonstrate that the act
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5d089339ef22afec0a67315924807b85
https://research.tue.nl/nl/publications/2c18da2b-d4a2-448a-bc89-575c98790516
https://research.tue.nl/nl/publications/2c18da2b-d4a2-448a-bc89-575c98790516
Publikováno v:
ce/papers. 4:2158-2165
I-shaped hoisting spreader beams are widely used in practice when lifting heavy objects by crane. In general, I-shaped beams that are subjected to a bending moment may be sensitive to lateral torsional buckling. Eurocode 3 (1993-1-1 [1]) provides a c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91a597d6e1b5a42cb4da2ece9cc38e8f
https://doi.org/10.1002/cepa.1534
https://doi.org/10.1002/cepa.1534
Publikováno v:
ce/papers. 4:1297-1303
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0726159b3d4f4bb4065a4b508e487398
https://doi.org/10.1002/cepa.1424
https://doi.org/10.1002/cepa.1424
Autor:
Johan Maljaars, Thomas Misiek
Publikováno v:
Steel Construction, 14(3), 196-204. Wiley
Many steel rope systems are subjected to fluctuating tensileloads and therefore can fail due to fatigue. Available fatigue test data indicate that rope diameter, mean stress, socket type, lay angle and rope length influence the fatigue resistance. Mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::20a2321e3a2dbb9934233b2a06e58e93
http://www.scopus.com/inward/record.url?scp=85109419517&partnerID=8YFLogxK
http://www.scopus.com/inward/record.url?scp=85109419517&partnerID=8YFLogxK
Publikováno v:
Structural Safety, 97:102229. Elsevier
This paper presents a probabilistic framework to derive the safety factors for fatigue of steel and composite steel concrete road bridges. Engineering models are used for the design and the safety factor is derived in such a way that the design meets
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d2750de951d22acc784f59dda0663275
https://research.tue.nl/nl/publications/9424f341-92cc-42d3-8cfe-811279a12d54
https://research.tue.nl/nl/publications/9424f341-92cc-42d3-8cfe-811279a12d54