Strut-and-tie model for waffle slabs

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

Abstract

Strut-and-tie model is being used increasingly for analysis and design of concrete structures with pronounced D-regions in the recent years. In strut-and-tie model the load carrying mechanism of a structural member is approximated by means of struts representing the flow of compressive stresses and ties representing the flow of tensile stresses which enables a direct visualization of the stress flow in the structural member to the designers.Waffle slab is an attractive and economical alternative as compared to solid and voided slab system. With a grid of intersecting ribs it essentially forms a D-region and currently numerical and empirical approach is used in the analysis and design of waffle slabs. A new three dimensional strut-and-tie model is proposed for a rational analysis and design of waffle slabs and to predict the strength and mode of failure of these slabs. The proposed strut-and-tie model shows good correlation with experimental results from literature. Also new software “STWAF” is developed for design of waffle slabs using strut-and-tie model.

Original languageEnglish
Title of host publicationAdvances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010
EditorsAlphose Zingoni
PublisherCRC Press/Balkema
Pages779-782
Number of pages4
ISBN (Print)9780415584722
StatePublished - 2010

Publication series

NameAdvances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010

Bibliographical note

Publisher Copyright:
© 2010 Taylor & Francis Group, London.

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanical Engineering

Fingerprint

Dive into the research topics of 'Strut-and-tie model for waffle slabs'. Together they form a unique fingerprint.

Cite this