Creep Analysis of a Horizontally Curved Girder Bridge

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU91731" target="_blank" >RIV/00216305:26110/10:PU91731 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
čeština
Original language name
Výpočet dotvarování zakřiveného mostu
Original language description
The long term behavior of concrete structures including the age of concrete elements subjected to sustained loads is investigated herein. The purpose of this paper is to describe the basis of creep theory, viscoelasticity and mathematical modeling of creep of concrete as aging material using constitutive equations. The study shows the sectional forces redistribution due to change of structural system and creep on a typical example of a span by span 3D structure, a horizontally curved girder bridge withmonolithic closure pours at midspan.
Czech name
Výpočet dotvarování zakřiveného mostu
Czech description
The long term behavior of concrete structures including the age of concrete elements subjected to sustained loads is investigated herein. The purpose of this paper is to describe the basis of creep theory, viscoelasticity and mathematical modeling of creep of concrete as aging material using constitutive equations. The study shows the sectional forces redistribution due to change of structural system and creep on a typical example of a span by span 3D structure, a horizontally curved girder bridge withmonolithic closure pours at midspan.

Project
<a href="/en/project/FI-IM5%2F128" target="_blank" >FI-IM5/128: Progressive structures from high-performance concrete</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)