Vasylenko V. Strength and deformability of Z-type perforated summers under slanting bend conditions

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0415U004931

Thesis Registration Form

0415U004931.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

16-10-2015

Specialized Academic Board

К 47.104.06

National University of Water and Environmental Engineering

Essay

New research data due to work, bearing capacity and deformability of Z-type perforated summers were received. Formulas for determining of stresses in the corresponding points of perforated elements under slanting bend conditions were recommended. Deformations of Z-type perforated elements and position deformation line towards main section central axis, neutral line and full bending moment plane towards distance between joint points were determined. Algorithm and calculation methodic of Z-type perforated summers using I and II boundary condition for summers of 1, 2 and 3rd class symmetrical and unsymmetrical sections with and without construction fixing was developed.

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Files

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