Non-Linear Assessment of a Concrete Bridge Slab Loaded to Failure
This thesis covers an investigation regarding the failure in the bridge slab of Gruvvägsbron, which was the result of the full scale test that the bridge was subjected to prior to demolition. Using the non-linear finite element software ATENA 3D, a model of the bridge was assembled, with the purpose...
Main Authors: | Isabell, Eriksson, Karlsson, Niklas |
---|---|
Format: | Others |
Language: | English |
Published: |
KTH, Betongbyggnad
2016
|
Subjects: | |
Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188900 |
Similar Items
-
Punching shear in concrete flat slabs supported on slender edge steel columns
by: Jalal, Pasha, et al.
Published: (2020) -
Parametric optimization of reinforced concrete slabs subjected to punching shear
by: Thuresson, Sofia
Published: (2020) -
FE-analys av sprickvidder i ung betong på grund av tvång
by: Lagesson, Martin, et al.
Published: (2017) -
Stability of building structures using NLFEA including second order effects : Applications with the software ATENA-GiD
by: Petkoglou, Alexandros
Published: (2021) -
Dimensionering av höga balkar av armerad betong : En jämförelse mellan EK2, BBK, laboratorieförsök och ATENA 2D
by: Karlsson, Evelina
Published: (2020)