Stoyanovich S. The stressed-deformed state precast-monolithic prestressed concrete spans of bridges

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0414U001240

Thesis Registration Form

0414U001240.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

14-02-2014

Specialized Academic Board

Д 26.056.04

Kyiv National University of Construction and Architecture

Essay

The dissertation is devoted to the evaluation of the stressed-deformed state of concrete prestressed precast-monolithic spans of highway bridges. Proposals according to calculation the precast-monolithic spans of bridges considering the stages of their work. Offered the new structural forms of prestressed concrete beams and developed the designs precast-monolithic spans. Researched the processes of cracking and stressed-deformed state of beams with single and repeated loads. Conducted pilot investigation the deformation of beams in the stages of manufacture and operation of precast-monolithic spans. Discovered regularities the emission processes of prestressed concrete beams under given load conditions, its relation to cracking processes.

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Files

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dis.pdf

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