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”

DESIGN AND NUMERICAL ANALYSIS OF COMPOSITE SLABS USING SMALL-SCALE TESTS

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU109686" target="_blank" >RIV/00216305:26110/14:PU109686 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    DESIGN AND NUMERICAL ANALYSIS OF COMPOSITE SLABS USING SMALL-SCALE TESTS

  • Original language description

    The longitudinal shear is a typical failure mode for composite slabs. The load-bearing capacity in longitudinal shear is determined mainly by mechanical bearing capacity of embossments and friction above the support. It is also influenced by effect of curvature, longitudinal strain in the sheeting and vertical load distribution. The mechanical bearing capacity is determined by shape and dimensions of embossments and their distance from bended edge of sheeting, thickness of the sheeting, material properties etc. Moreover when slip occurs the thin-walled sheeting starts to deform and different stress distribution can change local shear bearing capacity of the interface between steel sheeting and concrete. The complexity of problem caused that nowadays methods in standards prescribe full-scale laboratory bending tests. Small-scale shear tests present a less expensive alternative to bending tests. Several design procedures using small-scale tests results has been derived in last decades. R

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Advanced Materials, Structures and Technologies</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

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

    Proceedings of the 12th International Conference on Steel, Space & Composite Structures

  • ISBN

    978-981-09-0077-9

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    235-242

  • Publisher name

    Neuveden

  • Place of publication

    Praha

  • Event location

    Praha

  • Event date

    May 28, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article