Dispersed reinforcement of columns of a high-rise building

Varvara Kleshchevnikova,Aleksandr Panfilov,Ksenia Strelets,Olga Nikonova,Svetlana Belyaeva,Yulia Volkova,S Kudriavtcev,V Murgul

doi:10.1051/e3sconf/202015706029

Varvara Kleshchevnikova, Aleksandr Panfilov + Show 6 more

Open Access

https://doi.org/10.1051/e3sconf/202015706029

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Abstract

The article deals with the application of combined reinforcement of concrete with steel and basalt fibers. A model of a high-rise building was calculated in the LIRA-SAPR 2013 software. Design and characteristic strength of steel fiber and basalt fiber reinforced concretes to compression and tension and the initial elastic modulus were determined to calculate the model. Comparison of the effect of B40 concrete steel fiber reinforced concrete (SFRC) and basalt fiber reinforced concrete (BFRC) on column reinforcement was performed by comparing the required areas of reinforcement, as well as the percentage of reinforcement, taking into account crack resistance. The total area of reinforcement decreased with the addition of steel fiber by 36.9% and basalt fiber by 39.9%. The percentage of reinforcement also decreased, taking into account crack resistance, from 0.694 for columns with concrete B40 to 0.437 for SFRC columns and to 0.417 for BFRC columns. The addition of fiber increases the strength characteristics of concrete: compressive strength increased by 35.8% and 77.2%, tensile strength by 150.2% and 75.7%, crack resistance by 37% and 39.9%, the initial modulus of elasticity of the material increased by 8.7% and 3.7% for SFRC and BFRC respectively compared with concrete B40.

Highlights

Characteristics of concrete as a composite material depend on the characteristics of its components
Reinforcement of concrete allows compensating for the shortcomings of concrete, especially its main disadvantage – low tensile strength
Fibers can be used, but textile fabrics, counting those made from natural fibers

Summary

Introduction

Characteristics of concrete as a composite material depend on the characteristics of its components. Reinforcement of concrete allows compensating for the shortcomings of concrete, especially its main disadvantage – low tensile strength. The use of fiber is the most common way to produce dispersed reinforced concrete. Fibers of artificial or natural materials, textile fabrics, carbon tubes, etc. The drawback of carbon fiber is its tendency to cluster [7, 8]. Another carbon type of fiber is carbon nanotubes (CNTs). Due to their low cost, ease of manufacture and environmental friendliness, they find application in construction [11, 12]

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