FIELD: construction.
SUBSTANCE: reinforcement bar of periodic profile consists of core with circular cross-section, and with inclined transverse ribs of constant height on surface. Pitch of transverse ribs t is determined on condition of providing anchoring disturbance by achieved limit of physical and mechanical properties of concrete under working areas
where t is pitch of transverse ribs; b is upper part width of rib, h is height of rib; Rb is prism concrete strength; Rcm is ultimate compression strength of concrete; R is cube concrete strength; Ravg is ultimate shearing strength of concrete.
EFFECT: pitch of transverse ribs is determined on condition of providing anchoring disturbance due to destruction of concrete support cylinders under working areas of transverse ribs, when prism strength Rb, or ultimate compression strength of concrete Rcm, or cube concrete strength R is achieved, depending on type of reinforced concrete structures.
1 cl, 3 dwg
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Authors
Dates
2016-10-10—Published
2015-05-26—Filed