Melnik S. Work of strengthened bending reinforced concrete elements of sloping sections under repeated loadings and improving the calculation's methods

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0413U004820

Thesis Registration Form

0413U004820.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

05-07-2013

Specialized Academic Board

Д 35.052.17

Lviv Polytechnic National University

Essay

The thesis is devoted to the questions of strengthened sloping sections of bending reinforced concrete elements with coal plastic materials. The efficiency of use of coal plastic materials for the strengthening sloping sections of bending reinforced concrete elements that work under repeated loadings is researched. The improved calculation's methods of bearing capacity of sloping sections and opening width of sloping cracks of bending reinforced concrete elements take into account the influence of repeated loadings, the degree of use of internal and external strength of transverse reinforcement and also the concrete damage of sloping sections.

Read more

Files

aref.doc

dis.doc

dis.doc

Similar theses

0424U000098

Vitaliy V. Ruchkivsky

Features of the interaction of engineering protective structures with the soil base when arranging underground premises in a densely built-up area

0523U100059

Cherednikova Oleksandra V.

Self-stressed Steel Reinforced Concrete Structures

0521U102099

Blikharskyy Yaroslav Zinoviyovych

Residual resource of reinforced concrete structures with damages of thermally strengthened reinforcement

0421U103936

Pelekh Andrii Bohdanovych

Bearing capacity and deformability of compressed wooden elements under the local influence of high temperatures

0421U103876

RASPOPOV IEVGENII A.

Strength and rigidity of nodal connections with glued-in steel rods in the laminated veneer lumber elements