IntelliPaper
Abstract
Concrete is versatilely used building material. Its use in economical way is justified. Usually, torsion is predominant in water tank ring beam, canopy beams and cantilever retaining wall. Usually, failure in the structure is acceptable only after proper yielding of the material. According to limit state design philosophy balanced section is preferred. So here an attempt is made to identify yield strength of normal concrete and SCC with and without glass and steel fibres. Its torsional strain energy release is identified and in which concrete it is low and rate of taking the strength is discussed. Here plain concrete are considered. The performance is measured with respect to energy release and yield strength.
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Conflict of Interest
The authors declare no conflict of interest.
Ethical Approval
Not applicable
Data Availability
The datasets used in this study are openly available at [repository link] and the source code is available on GitHub at [GitHub link].
Funding
This work did not receive any external funding.
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