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A probabilistic assessment of the effect of post-weld treatment on the fatigue performance of tubular truss bridges

Author
WALBDDGE, Scott1 ; NUSSBAUMER, Alain2
[1] Department of Civil and Environmental Engineering, University of Waterloo, 200 University Avenue West, Waterloo, Ontario N2L 3G1, Canada
[2] Swiss Federal Institute of Technology (EPFL), Steel Structures Laboratory (ICOM), Building GC B3 -Office 505, Station 18, Lausanne, 1015, Switzerland
Source

Engineering structures. 2008, Vol 30, Num 1, pp 247-257, 11 p ; ref : 33 ref

CODEN
ENSTDF
ISSN
0141-0296
Scientific domain
Civil engineering
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Author keyword
Fatigue Fracture mechanics Post-weld treatment Reliability Steel Tubular truss bridges
Keyword (fr)
Construction tubulaire Elasticité linéaire Essai vraie grandeur Estimation probabiliste Evaluation performance Fatigue Fiabilité Mécanique rupture Pont acier Structure en treillis Traitement post soudage
Keyword (en)
Tubular construction Linear elasticity Full scale mockup test Probabilistic assessment Performance evaluation Fatigue Reliability Fracture mechanics Steel bridge Truss structure Post weld treatment
Keyword (es)
Construcción tubular Elasticidad lineal Prueba sobre modelo en escala natural Estimacíon probabilista Evaluación prestación Fatiga Fiabilidad Mecánica ruptura Puente metálico Estructura celosia Tratamiento post soldeo
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14M Bridges / 001D14M06 Metal bridges

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
19984413

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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