EXPERIMENTAL THEORETICAL INVESTIGATIONS OF REINFORCED CONCRETE SAMPLES UNDER THE INFLUENCE OF LONG (SHORT) TERM TEMPORARY LOAD
Keywords:
Reinforced concrete, bridge, load-bearing capacity, structural models, proofing, calculus, old and new concrete layers, quality bondingAbstract
This article provides a method for checking the high-quality connection of old and new concrete layers when using the method proposed by us to increase the load-bearing capacity of bridges existing in operation in our republic. Also in this article are the structural models, concrete class Corrections and material consumption required to carry out these investigations.
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