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Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load

Author(s): (West Pomeranian University of Technology , Szczecin , Poland)
(Poznan University of Technology , Poznań , Poland)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , n. 2, v. 28
Page(s): 101-111
DOI: 10.2478/ceer-2018-0022
Abstract:

The paper presents exemplary static equilibrium paths of an element strengthened while under load. A steel-concrete composite beam was analyzed. The study discusses the effect of strengthening method, initial load values, welding stress, concrete shrinkage and introduction of additional control of distortion state on the course of static equilibrium path. Results calculated in numerical FEM simulation were verified with experimental data and were found to be consistent.

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: 10.2478/ceer-2018-0022.
  • About this
    data sheet
  • Reference-ID
    10705253
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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