Effect of Struts and Stirrups Inclinations on Shear Resistance

Ľudovít Fillo; Jaroslav Halvonik

doi:10.4028/www.scientific.net/SSP.322.151

Paper Titles

The Effects of Floor Structures on the Masonry Walls of Multistorey Building
p.117

Analysis of Zone Fire Models and their Application in Structural Fire Design
p.127

Effect of Membrane Forces on Punching Shear Capacity of Flat Slabs
p.136

Experimental Verification of Slender Reinforced Concrete Columns Design
p.142

Effect of Struts and Stirrups Inclinations on Shear Resistance
p.151

Production of the Test Timber-UHPC Composite Bridge
p.157

Fatigue Behaviour of GFRP Reinforced Beams
p.163

Verification of Composite Steel and Concrete Bed Behaviour for Machine Tools
p.170

Implementation and Testing of Short Span Footbridge System Made of UHPC
p.176

HomeSolid State PhenomenaSolid State Phenomena Vol. 322Effect of Struts and Stirrups Inclinations on...

Effect of Struts and Stirrups Inclinations on Shear Resistance

Abstract:

The subject of the article is the analysis of the design of concrete members for shear from the point of view of theory and code regulations. These give formulae for verification of shear resistance and recommended limits of individual parameters, respectively. The authors explain the relevant formulae using a Strut and Tie analogy, especially the effect of the inclination of struts and the inclination of stirrups on the shear capacity of beams as well as the effect of a single concentrated force acting at distance up to 2d from the edge of support.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Solid State Phenomena (Volume 322)

Pages:

151-156

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.322.151

Citation:

Cite this paper

Online since:

August 2021

Authors:

Ľudovít Fillo*, Jaroslav Halvonik

Keywords:

Concrete Members, Failure, SaT Analogy, Shear Stress, Stirrups, Struts, Ties

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] EN 1992-1-1: Design of concrete structures. Part 1-1: General rules and rules for buildings (2004).

Google Scholar

[2] DIN 1045-1: 2008 Reinforced concrete structures, reinforced concrete and reinforced concrete - Part 1: Design and construction (2008).

DOI: 10.14359/20149

Google Scholar

[3] Fib - Model Code 2010. Final draft. CEB (2011).

Google Scholar

[4] Reineck, K.-H.: Modelling of Members withTransverse Reinforcement, IABSE Colloquium on Structural Concrete, IABSE Report, IABSE, Zurich, 62, pp.481-488 (1991).

Google Scholar

[5] ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. American Concrete Institute, Farmington Hills, MI, p.465 (2008).

DOI: 10.1061/(asce)1076-0431(1996)2:3(120.3)

Google Scholar