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Three-Point Bending of Seven Layer Beams – Theoretical and Experimental Studies

Author(s):



Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 2, v. 62
Page(s): 115-133
DOI: 10.1515/ace-2015-0069
Abstract:

The subject of the analytical and experimental studies therein is of two metal seven-layer beam - plate bands. The first beam - plate band is composed of a lengthwise trapezoidally corrugated main core and two crosswise trapezoidally corrugated cores of faces. The second beam - plate band is composed of a crosswise trapezoidally corrugated main core and two lengthwise trapezoidally corrugated cores of faces. The hypotheses of deformation of a normal to the middle surface of the beams after bending are formulated. Equations of equilibrium are derived based on the theorem of minimum total potential energy. Three-point bending of the simply supported beams is theoretically and experimentally studied. The deflections of the two beams are determined with two methods, compared and presented.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1515/ace-2015-0069.
  • About this
    data sheet
  • Reference-ID
    10476849
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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