Valovoj M. Durability, cracks firmness and deformability of the increased bend elements at the repeated loadings

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0411U006349

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

14-10-2011

Specialized Academic Board

Д 26.056.04

Kyiv National University of Construction and Architecture

Essay

Thesis is devoted to the influence of the repeated loadings on durability and operating qualities of reinforced-concrete constructions, made of Mining and Concentrating Complex (MCC) wastes, which are increased in the compressed area. Actuality of work is conditioned by stream growth of bearing constructions flights with a simultaneous tendency to diminishing of transversal elements cuts. Theme actuality increases the necessity of the use of as greater as possible volume of local materials which present mining of concentrating combines wastes in this case. For the decision the set task experimental researches of reinforced-concrete beams are conducted both in the non increased and in increased state. Samples were made from modern materials: concretes of the MCC wastes and concrete reinforcement of A400s class. The questions of accreditation concrete reinforcement armature of circular arc airfoil section investigational on free supports of experimental reinforced-concrete beams. Experimental researches witnessed, that the repeated loadings of middle (operating) levels practically did not influence on durability both increased and the not increased beams. The repeated loadings substantially influence on operating qualities of bend reinforced-concrete elements: width of opening of disruptions and deflections. Low cycle influences of levels 0,75...0,85 from destructive increase the width of normal cracks in 1,4...1,6 times, and maximum deflections - in 1,6...1,75 times. At the same time the remaining sizes of the noted parameters are increased by comparison to the first unloading: width of opening of disruptions - in 1,6 times, deflections - more than in 2 times. Results of modern methods of calculation of bend reinforced-concrete elements by two groups of the maximum states are executed, analyzed and compared. Relation due to the influence of the repeated loadings on the width of opening of normal disruptions and deflections are advised.

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