Application of Initial Value Model in Circular Cylindrical Shell Analysis

α
Mbanusi E. C.
Mbanusi E. C.
σ
Obodoh D. A.
Obodoh D. A.
ρ
Ezeokonkwo J. U.
Ezeokonkwo J. U.
Ѡ
Ogunoh P. E.
Ogunoh P. E.
¥
Okolie K. C.
Okolie K. C.
α Nnamdi Azikiwe University Nnamdi Azikiwe University

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Application of Initial Value Model in Circular Cylindrical Shell Analysis

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Abstract

This study simulated underground circular cylindrical shell structure to serve as water reservoir under known soil characteristics and conditions. Cognizance of prevailing acute scarcity of portable water supply, more often than not, during each year, this structural facility was also simulated for study under two distinct situations namely: when it is empty and when it is full of water. Structural analysis of the facility was carried out using the initial value model whereas the classical model served to establish validity. The study sought the stress effect arising from: empty condition and in full of water, on this facility. The investigation result revealed: Both classical and initial value models led to identical results. Effect of stress which resulted from the two different conditions did not diminish the structural integrity of this facility.

References

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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

Mbanusi E. C.. 2016. \u201cApplication of Initial Value Model in Circular Cylindrical Shell Analysis\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E3): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
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GJRE-E Classification: FOR Code: 090599
Version of record

v1.2

Issue date

September 9, 2016

Language
en
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This study simulated underground circular cylindrical shell structure to serve as water reservoir under known soil characteristics and conditions. Cognizance of prevailing acute scarcity of portable water supply, more often than not, during each year, this structural facility was also simulated for study under two distinct situations namely: when it is empty and when it is full of water. Structural analysis of the facility was carried out using the initial value model whereas the classical model served to establish validity. The study sought the stress effect arising from: empty condition and in full of water, on this facility. The investigation result revealed: Both classical and initial value models led to identical results. Effect of stress which resulted from the two different conditions did not diminish the structural integrity of this facility.

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Application of Initial Value Model in Circular Cylindrical Shell Analysis

Mbanusi E. C.
Mbanusi E. C. Nnamdi Azikiwe University
Obodoh D. A.
Obodoh D. A.
Ezeokonkwo J. U.
Ezeokonkwo J. U.
Ogunoh P. E.
Ogunoh P. E.
Okolie K. C.
Okolie K. C.

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