Open AccessJOINTS IN CONCRETES OF DIFFERENT AGE AND TYPE
Author(s) -
Александр Александрович Коянкин,
V. M. Mitasov
Publication year - 2020
Publication title -
vestnik tomskogo gosudarstvennogo arhitekturno-stroitelʹnogo universiteta
Language(s) - English
Resource type - Journals
eISSN - 2310-0044
pISSN - 1607-1859
DOI - 10.31675/1607-1859-2020-22-6-94-104
Subject(s) - precast concrete , joint (building) , bearing capacity , structural engineering , reinforcement , geotechnical engineering , shear (geology) , deformation (meteorology) , bearing (navigation) , shear strength (soil) , materials science , engineering , geology , composite material , computer science , artificial intelligence , soil science , soil water
The performance and structural reliability of concrete-to-concrete joints play an important role in precast-cast-in-place constructions, since they are responsible for deformation of concretes of different age, type and strength. The paper studies the effect of the joint type on its bearing capacity under shear loads. A horizontal test bench and a standard vertical press are used in the experiment to provide the shear load along the concrete-to-concrete joint (light cast-situ and heavy precast concretes). The following joint installing is considered: a smooth surface, which provides the concrete joint due to the adhesive and friction forces, and the joint provided by transverse reinforcement. Design features are identified for the joint bearing capacity exhaustion in concretes of different age, type and strength in precast-cast-in-place constructions under shear, depending on the joint type. A comparative analysis is given to the results obtained. It is shown that the transverse reinforcement has a positive effect on the bearing capacity of the concrete-to-concrete joints.