An Improved Model For The Optimization Of The Compressive Strength Of Glass
We Understand Your Publishing Needs Better
An Improved Model For The Optimization Of The Compressive Strength Of Glass Fibre Reinforced Concrete (g.f.r.c.) Using Scheffe’s Second Degree
This research work is aimed at developing an improved mathematical model which would be used to optimize the compressive strength of Glass Fibre Reinforced Concrete (GFRC) using Scheffe’s Second Degree Polynomial. From Scheffe’s Simplex method the compressive strength of GFRC was determined for different ratios. Control experiments were also carried out and the compressive strength determined. After the test has been conducted, the adequacy of the model was tested using fisher’s f-test. The result of the test shows that there is no significant difference between the model and control results. An optimum compressive strength of 20.71N/mm2 was produced. Since structural concrete elementDownloadViews: 125

Why Researchjournali?

Instant Paper Submission
Author Loyalty Reward
No Copyright Transfer
70% Less Publication Fee

You may also like to read

Effects Of Negative Attitudes Of Construction Workers On Local Contractors In Ghana

Impact Of Multipath On The Distance Between The Buildings And Gps Receiver

An Evaluation Of Workability And Compressive Strength Of Expanded Polystyrene Sanded Lightweight Concrete (epslwc)

Comparing Compressive Strength Of Sandcrete Blocks Made With Sand From Different Sources

Formulation Of The Total Potential Energy Functional For A Thin- Walled Box Column Applicable To Raleigh-

Natural Frequency Analysis Of A Box-type Structure Using Ritz Method With Polynomial Shape Functions