Reference : Simplified equivalent static approach and results for deriving structural requirement...
Reports : External report
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/195396
Simplified equivalent static approach and results for deriving structural requirements - Deliverables D.11 and D.12 - Robustimpact
English
Demonceau, Jean-François mailto [Université de Liège > Département ArGEnCo > Département ArGEnCo >]
D'Antimo, Marina mailto [Université de Liège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering) >]
Huvelle, Clara []
Hamra, Lotfi mailto [Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Hoang, Van Long mailto [Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Jaspart, Jean-Pierre mailto [Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Hoffmann, Nadine []
Kuhlmann, Ulrike []
Vassart, Olivier []
Hanus, François []
Charlier, Marion []
Guezouli, Sami []
Alhasawi, A. []
Hjiaj, Mohammed []
Hoffmeister, Benno []
Korndörfer, Jonas []
Colomer Segura, Carles []
Baldassino, Nadia []
Zandonini, Riccardo []
2016
RFCS
[en] Analytical approach ; column loss ; impact loading ; dynamic effects ; equivalent static approach ; joints ; membrane forces ; catenary action ; column loss ; matlab routine ; composite floor ; steel structure ; composite structure
[en] Deliverable 11 and 12 have been merged in the present document which can be seen as the main outcome of the activities conducted with Work Package 9 of the Robustimpact project.
Section 2 presents first the sophisticated numerical investigations conducted on a reference structure subjected to impacts of vehicles.
Then, Section 3 presents in details the simplified analytical models/tools developed within the present project to predict the response of a structure (or a part of a structure) further to the impact of a vehicle. With the presented models, it is demonstrated that an accurate prediction of the structural results may be obtained and that all the parameters influencing this response are mastered.
Section 4 introduces the different parametric studies which have been conducted (partly using the models/tools presented in Section 3) on 2D and 3D steel and composite structures or on composite floors.
Finally, Section 5 highlights the structural requirements which can be proposed as an outcome of the performed investigations.
Through this document, it is demonstrated that the different objectives of Work Package 9 have been reached in the framework of this project.
http://hdl.handle.net/2268/195396

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