The paper aims to evaluate the reliability
index of various concrete grades of bending compression and direct compression
in both the method of limit state and the method of working stress by
considering the allowable stresses in both methods by the method of reliability
of Level I. Thus, for various grades of concrete, the likelihood of concrete
failure in bending compression and direct compression in both the restricted
state method and the working stress method is contrasted. Code authorities
should also integrate acceptable standard concrete deviations in order to
ensure uniform quality control, taking into account all applicable experimental
and statistical criteria when applying them to higher concrete grades, in order
to ensure consistent concrete durability.
Author(s) Details
A. H. Khan
Department of Civil Engineering, Gandhi
Institute of Technology and Management, Visakhapatnam, A. P, India.
K. V. G. D. Balaji
Department of Civil Engineering, Gandhi
Institute of Technology and Management, Visakhapatnam, A. P, India.
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Book :- https://bp.bookpi.org/index.php/bpi/catalog/book/299
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