BEHAVIOUR OF BOX-GIRDER UNDER SYMMETRICAL ACTION
Abstract eng: Theoretical investigation of 8 m long steel experimental model of one cell trapezoidal box-girder under four symmetrically arranged transverse forces. Buckling of wide flange in compression when girder was in normal position, buckling of narrow flange in compression when girder was in reverse position, and buckling of box-girder web in combined shear and bending. Global and local buckling. Shear lag. Comparison of experimental and theoretical values and evaluation of results.
Contributors:
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Praha
Conference Title:
Conference Title:
Engineering Mechanics 2016
Conference Venue:
Svratka, CZ
Conference Dates:
2016-05-09 / 2016-05-12
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2016-08-16, last modified 2016-08-16
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