All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

COMPUTER NONLINEAR ANALYSIS OF THE INFLUENCE OF MATERIAL CHARACTERISTICS ON THE RESPONSE OF A BASEMENT STRUCTURE LOADED BY GROUND WATER BUOYANCY

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00240201" target="_blank" >RIV/68407700:21610/14:00240201 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    COMPUTER NONLINEAR ANALYSIS OF THE INFLUENCE OF MATERIAL CHARACTERISTICS ON THE RESPONSE OF A BASEMENT STRUCTURE LOADED BY GROUND WATER BUOYANCY

  • Original language description

    The paper focuses on a computer nonlinear analysis of the formation and development of cracks in a concrete slab exposed to a uniform continuous load on the lower surface. The analysis is based on an actual example of the formation and development of cracks of the width of approx. 0.3 mm in a basement slab exposed to ground water buoyancy. The paper illustrates the setting of the material model of the reinforced concrete slab according to the actual material properties and the similarity of the computer results to an incident of real damage to the basement structure. On the basis of the same cracks on the model and on the real structure, a load value that caused this damage was estimated. The aim of this article was to find such material characteristics of a basement structure of the same size and shape and under the same extreme load that shows cracks with a maximum width of 0.1 mm to ensure the waterproofing safety.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/VG20122015089" target="_blank" >VG20122015089: Assessment of safety and risks of transportation structures under accidental actions</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2014

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    20 th International Conference Engineering Mechanics 2014

  • ISBN

    978-80-214-4871-1

  • ISSN

    1805-8248

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    648-651

  • Publisher name

    Brno University of Technology

  • Place of publication

    Brno

  • Event location

    Svratka

  • Event date

    May 12, 2014

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article

    000364573900155