Performance of Different types of Reinforcement of Bridge Piers Subjected to Vehicle Impact
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00209248" target="_blank" >RIV/68407700:21110/13:00209248 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Performance of Different types of Reinforcement of Bridge Piers Subjected to Vehicle Impact
Original language description
The paper presents results of a numerical study focused on the influence of different types of reinforcement arrangement of a bridge pier on its resistance to vehicle impact. Four types of reinforcement arrangement are evaluated. The vehicle impact at the bridge pier is modeled with the use of ANSYS Autodyn. A nonlinear material model of concrete with damage and strain-rate effect was chosen. The paper concludes the topic introduced at the 8th CCC 2012.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
—
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
CCC 2013 - Concrete Structures in Urban Areas
ISBN
978-83-7125-229-7
ISSN
—
e-ISSN
—
Number of pages
4
Pages from-to
304-307
Publisher name
Dolnoslaskie wydawnictwo edukacyjne
Place of publication
Wroclaw
Event location
Wroclaw
Event date
Sep 4, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—