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Influence of the parameter of ductility of reinforcing steel on the behaviour of a narrow three-span reinforced concrete slab based on experimental investigations

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Citation (Scopus)

Abstract

In the time of the exploitation of building structures frequently situations do occur, in which due to failures they are exposed to much higher loads than has been originally predicted. In a state of emergency due to overloading of the structure, significant reserves of load capacity may be appear in the case of a self-acting tension member work. The aim of the paper was to demonstrate the influence of reinforced steel parameters and its quantity on the mechanism of destruction of four three-span models of reinforced concrete strips with the dimensions 7140×500×190 mm.

Original languageEnglish
Title of host publication26th Symposium on Experimental Mechanics of Solids
EditorsPawel Pyrzanowski, Jacek Gadomski
PublisherTrans Tech Publications Ltd.
Pages218-224
Number of pages7
ISBN (Print)9783038355687
DOIs
Publication statusPublished - 2016
Event26th Symposium on Experimental Mechanics of Solids, 2014 - Jachranka, Poland
Duration: 22 Oct 201425 Oct 2014

Publication series

NameSolid State Phenomena
Volume240
ISSN (Print)1012-0394
ISSN (Electronic)1662-9779

Conference

Conference26th Symposium on Experimental Mechanics of Solids, 2014
Country/TerritoryPoland
CityJachranka
Period22/10/1425/10/14

Keywords

  • Concrete structures
  • Progressive collapse
  • Reinforced concrete structures
  • Slab structures
  • Steel with high ductility
  • Steel with middle ductility

ASJC Scopus subject areas

  • Atomic and Molecular Physics, and Optics
  • General Materials Science
  • Condensed Matter Physics

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