Effect of Size on Compressive Strength of Concrete Cylinder Specimens using Sand and Sulfur Cap

Anupam Chowdhury; A. S. M. Z. Hasan; Md. Zahanggir Alam

Effect of Size on Compressive Strength of Concrete Cylinder Specimens using Sand and Sulfur Cap

Anupam Chowdhury * §

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A. S. M. Z. Hasan

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Md. Zahanggir Alam

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masum24706

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§ Rajshahi University of Engineering & Technology

Effect of Size on Compressive Strength of Concrete Cylinder Specimens using Sand and Sulfur Cap

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Abstract

In the majority of structural concrete design, the compressive strength is obtained from testing of 150×300 mm concrete cylinders under standard laboratory controlled conditions with different capping system. Some testing machines are unable to produce the force needed to break high-strength 150×300 mm concrete cylinders. If 100×200 mm cylinders are to be used in quality assurance testing, the relationship between fc4 and fc6 needs to be understood in order to ensure that concrete with sufficient strength is provided. 100×200 mm cylinders are lighter and can easily be handled, collection of quality control and assurance specimens would be easier for contractors and inspectors. This research work was born from the need to determine a correlation between the strength of the standard size 150×300 mm and 100×200 mm cylindrical specimen. A total 72 no. of 100×200 mm and 150×300 mm cylinders were tested according to ASTM. Cylinders prepared by sand and sulfur capping reveals a little difference in the strength level, 150×300 mm and 100×200 mm sulfur capped cylinders shows 23% and 21% higher strength than sand capped cylinders and 100×200 mm cylinder gives 39% higher strength than 150×300 mm cylinder.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Anupam Chowdhury, A. S. M. Z. Hasan, Md. Zahanggir Alam, masum24706. 2013. "Effect of Size on Compressive Strength of Concrete Cylinder Specimens using Sand and Sulfur Cap". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 13 (GJRE Volume 13 Issue E8).

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GJRE Volume 13 Issue E8

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

Compressive Strength sand cap size sulfur cap

Classification

GJRE-E Classification FOR Code: 670904

090502

Submission ReceivedDecember 16, 2012
Peer Review Double Blind
Handling Editor
Accepted January 5, 2013
Published January 15, 2013

Version of record

v1.2

Issue date

December 27, 2013

Language

English

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Article Matrices

Total Score: 104

Country: Bangladesh

Subject: Global Journal of Research in Engineering

Authors: A. Chowdhury, A. S. M. Z. Hasan, M. Z. Alam, A. A. Masum (PhD/Dr. count: 0)

View Count (all-time): 450

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Publish Date: 2013 01, Tue

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Total Views: 1.6K

Total Downloads: 100

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