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Development of slab-to-wall connections assisted by experiments and numerical simulations

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F28399269%3A_____%2F17%3AN0000010" target="_blank" >RIV/28399269:_____/17:N0000010 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.18419/opus-9345" target="_blank" >http://dx.doi.org/10.18419/opus-9345</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.18419/opus-9345" target="_blank" >10.18419/opus-9345</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Development of slab-to-wall connections assisted by experiments and numerical simulations

  • Original language description

    Slab to bearing wall connections are used to join precast or cast-in-place concrete floor or roof members to bearing walls. They transfer a vertical load from the horizontal system and, sometimes, diaphragm action by providing moment and shear resistance. The tested connection is part of a novel construction technology requiring a fast and safe fabrication of buildings. In contrast to traditional solutions, where moments in frame corners are transferred by appropriate detailing of bar reinforcement, tensile forces are resisted by inserts anchored in concrete. Structural functionality of inserts was verified by the experimental investigation of a slab-to-wall joint subjected to moment loading. A full-scale specimen was tested whereas the force, deformation and strain responses were monitored. The experiment was simulated numerically by program ATENA. It helped to analyze in detail the structural behavior observed experimentally and explain the resistance model exploiting inserts. The experimental and numerical results were analyzed with emphasis on the anchoring capacity of inserts. The project demonstrates the efficiency of development process based on combining laboratory testing with numerical simulation.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA16-04132S" target="_blank" >GA16-04132S: Epistemic uncertainty of crack models in reinforced concrete structures</a><br>

  • Continuities

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

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    3rd International Symposium on Connections between Steel and Concrete : Stuttgart, Germany, 27th - 29th September 2017 ; proceedings

  • ISBN

    978-3-945773-06-2

  • ISSN

  • e-ISSN

  • Number of pages

    11

  • Pages from-to

    724-734

  • Publisher name

    Stuttgart : Institute of Construction Materials, University of Stuttgart

  • Place of publication

    Stuttgart, Germany

  • Event location

    Stuttgart, Germany

  • Event date

    Sep 27, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article