Communications - Scientific Letters of the University of Zilina 2002, 4(3):17-20 | DOI: 10.26552/com.C.2002.3.17-20

Longitudinal Shear Flow at the Support Area of Beam with an Overhanging Cantilever

Jaroslav Odrobinak1, Aarne Jutila2
1 Faculty of Civil Engineering, University of Zilina, Slovakia
2 Bridge Engineering, Helsinki University of Technology, Espoo, Finland

The paper deals with longitudinal shear flow of beams near the support area. Special interest is focused on the overhanging part, which exists in all kinds of beams irrespective of material and span. A parametric study on shear stress distribution at several horizontal height levels by using FEM is presented. Special emphasis is paid to the cantilever length. Finally, conclusions for practical applications are summarized.

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Published: September 30, 2002  Show citation

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Odrobinak, J., & Jutila, A. (2002). Longitudinal Shear Flow at the Support Area of Beam with an Overhanging Cantilever. Communications - Scientific Letters of the University of Zilina4(3), 17-20. doi: 10.26552/com.C.2002.3.17-20
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References

  1. LLOYD, H. D.: Beams, Plates and Shells. New York McGraw-Hill 1976. Pp. 78 - 158.
  2. SZABÓ, B.: Shear Force Distribution of Headed Studs of Composite Simply Supported Beams Subjected to Temperature Difference. Proceedings of Conference "Eurosteel 99", Praha 1999. Pp. 557 - 560.
  3. SZABÓ, B. - JUTILA, A.: Behaviour of Shear Connectors in Wood-Based Composite Girders. Report from IABSE Conference "Innovative Wooden Structures and Bridges", Lahti 2001. Pp. 143 - 148. Go to original source...

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