Adamenko V. Crack resistance, deformability and strength of two-way slabs with small percentage of reinforcement under the action of bending load of unlike signs

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0407U002934

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

15-06-2007

Specialized Academic Board

Д 26.056.04

Kyiv National University of Construction and Architecture

Essay

Results of experimental investigation of strength and tensile elongation of reinforcement, experimental and numerical investigation of deformability, experimental and research investigation of crack formation, crack width and crack spacing on both sides of two-way slabs are presented in thesis. Research of tension concrete under crack influence on the stress in the tension reinforcement are included too. Design procedure of crack formation, crack width and crack spacing of two-way slabs with small percentage of reinforcement are proposed.

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