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PUNCHING SHEAR CAPACITY OF REINFORCED CONCRETE FOOTINGS IN DESIGN CODES AND EXPERIMENTAL RESEARCH CONDITIONS

Z. Bonic, V. Prolovic, N. Davidovic

First published: 2010DOI pendingView metrics

Abstract

Punching control is the obligatory part of calculation of shallow reinforced concrete footings exposed to considerable concentrated forces through the columns. Complexity of the stress state in the footing supported by deformable bedding requires a detailed theoretical analysis and experimental research, in order to make correct conclusions and confirm the introduced theoretical propositions. In the paper, the fundamental concept of preparation of experimental tests that were carried out on the test samples – foundation footing on the real soil under real load has been presented. The test specimens – models have been described, as well as the applied materials, preparation of the bedding, measuring equipment, and planned testing method.

Publication details

Title
PUNCHING SHEAR CAPACITY OF REINFORCED CONCRETE FOOTINGS IN DESIGN CODES AND EXPERIMENTAL RESEARCH CONDITIONS
Authors
Z. Bonic, V. Prolovic, N. Davidovic
Proceedings
10th International Multidisciplinary Scientific GeoConference SGEM2010
Publisher
SGEM Scientific GeoConference
Year
2010
Pages
265-272
SWS Citekey
Bonic2010346
ISSN
1314-2704
ISBN
954-91818-1-2
Language
en
Publication type
Conference Paper
Keywords
experimentpunchingreinforced concrete footing
References8

  1. Hallgren M. & Kinnunen S. & Nylander B. Punching shear tests on column footings, Nordic Concrete Research, Sweden, 2 1(1): 1-23, 1998

  2. Hallgren M. & Bjerke M. Non-linear finite element analyses of punching shear failure of column footings, Cement & Concrete Composites 24, 491-496, 2002

  3. Hegger J. & Sherif A.G, Ricker M. Experimental Investigations on Punching Behavior of Reinforced Concrete Footings, ACI Structural Journal/July- August, 2006

  4. Hegger J. & Ricker M. & Ulke ?. & Ziegler M. Investigations on the punching behaviour of reinforced concrete footings, Engineering Structures 29, 2233-2241, 2007

  5. Prolovic V. & Bonic Z. Smicuca nosivost na probijanje plitkih temelja u domacoj i stranoj regulativi, Zbomik radova Gradevinsko-arhitektonskog fakulteta u Nisu no.23, pp. 93-103, 2008

  6. Prolovic V. & Bonic Z. The Calculation of Foundation Girders on Equivalent Elastic Semi-Space, Facta Univeritatis, Univerzitet u Nisu, Series Arcitecture and Civil engineering, Vol. 2 N° 1, pp. 61-66, 1999

  7. Phbkhh C.A. Packer (bynziaMeHTOB, HsflarenbCTBO ByfltiHeenbHHK, Knee, 1967

  8. Vacev T. & Prolovic V. & Bonic Z. & Kajganovic T. Konstruisanje i proracun celicnog rama za ispitivanje plitkih temelja na deformabilnoj podlozi, Zbornik radova Gradevinsko-arhitektonskog fakulteta u Nisu no.24, pp. 79-88, 2010

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