Cost minimum proportioning of non-Slump concrete mix using genetic algorithms

This paper presents a generalized formulation for determining the optimal quantity of the materials used to produce Non-Slump Concrete with minimum possible cost. The proposed problem is formulated as a nonlinear constrained optimization problem. The proposed problem considers cost of the individual...

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Bibliographic Details
Main Authors: Rahman, M.M., Jumaat, M.Z.
Format: Conference or Workshop Item
Published: 2012
Subjects:
Online Access:http://www.scopus.com/inward/record.url?eid=2-s2.0-84859230299&partnerID=40&md5=23735739b717578274cd55aeb71f6d0f
http://www.scopus.com/inward/record.url?eid=2-s2.0-84859230299&partnerID=40&md5=23735739b717578274cd55aeb71f6d0f
Description
Summary:This paper presents a generalized formulation for determining the optimal quantity of the materials used to produce Non-Slump Concrete with minimum possible cost. The proposed problem is formulated as a nonlinear constrained optimization problem. The proposed problem considers cost of the individual constituent material costs as well as the compressive strength and other requirement. The optimization formulation is employed to minimize the cost function of the system while constraining it to meet the compressive strength and workability requirement. The results demonstrate the efficiency of the proposed approach to reduce the cost as well as to satisfy the above requirement.