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Results of Numerical Modeling of the Stressed-deformed State of the Joint Connection of Wood Constructions with CFRP Dowel Pins

Author(s):
Medium: journal article
Language(s): Russian
Published in: International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, , n. 2, v. 14
Page(s): 48-56
DOI: 10.22337/2587-9618-2018-14-2-48-56
Abstract:

A comparative analysis based on a series of numerical simulation experiments in the ANSYS software for determining the bearing capacity and the optimal arrangement of CFRP dowel pins in the joints of wooden structures. As variable parameters, the number of pins in the joint and the angles of pasting dowels into the wood are taken. Generalized conclusions are drawn on various configuration options with the selection of optimal de­sign performance parameters for the same load. The voltage distribution iso-poles are shown, the dependence curves of the controlled parameters are plotted for each case considered. A comparative analysis of the stress- strain state of the compound with the results of calculations is carried out according to the procedure stipulated by the current norms and rules of the strength. Recommendations are given on the arrangement of dowels, as well as on the improvement of joints with the use of composite materials.

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: 10.22337/2587-9618-2018-14-2-48-56.
  • About this
    data sheet
  • Reference-ID
    10336156
  • Published on:
    02/08/2019
  • Last updated on:
    02/08/2019
 
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