Modelling of A36 Steel Plate Dynamic Response to Uniform Partially Distributed Moving Iron Load using Differential Transform Method

Michael C. Agarana; Esther T. Akinlabi

doi:10.1088/1757-899X/413/1/012011

Modelling of A36 Steel Plate Dynamic Response to Uniform Partially Distributed Moving Iron Load using Differential Transform Method

Michael C. Agarana, Esther T. Akinlabi

Mechanical Engineering Science

Research output: Contribution to journal › Conference article › peer-review

2 Citations (Scopus)

Abstract

In the present paper the authors focus on dynamic response of A36 steel plate supported by a simple subgrade, under a moving iron load. The fourth order partial differential equations governing the dynamic behavior of the plate were transformed into their algebraic forms using differential transform method. The new set of algebraic equations were solved analytically. Computer software - Maple was deployed to plot the three-dimensional (3D) graphs. The results obtained revealed that the absolute value of the deflection of the steel was very high when the mass of the iron load is highest at constant velocity. Also, the A36 steel plate deflected more under a moving iron load especially with a high velocity and less foundation rigidity.

Original language	English
Article number	012011
Journal	IOP Conference Series: Materials Science and Engineering
Volume	413
Issue number	1
DOIs	https://doi.org/10.1088/1757-899X/413/1/012011
Publication status	Published - 10 Sept 2018
Event	2nd International Conference on Engineering for Sustainable World, ICESW 2018 - Ota, Nigeria Duration: 9 Jul 2018 → 13 Jul 2018

ASJC Scopus subject areas

General Materials Science
General Engineering

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10.1088/1757-899X/413/1/012011

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title = "Modelling of A36 Steel Plate Dynamic Response to Uniform Partially Distributed Moving Iron Load using Differential Transform Method",

abstract = "In the present paper the authors focus on dynamic response of A36 steel plate supported by a simple subgrade, under a moving iron load. The fourth order partial differential equations governing the dynamic behavior of the plate were transformed into their algebraic forms using differential transform method. The new set of algebraic equations were solved analytically. Computer software - Maple was deployed to plot the three-dimensional (3D) graphs. The results obtained revealed that the absolute value of the deflection of the steel was very high when the mass of the iron load is highest at constant velocity. Also, the A36 steel plate deflected more under a moving iron load especially with a high velocity and less foundation rigidity.",

author = "Agarana, {Michael C.} and Akinlabi, {Esther T.}",

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T1 - Modelling of A36 Steel Plate Dynamic Response to Uniform Partially Distributed Moving Iron Load using Differential Transform Method

AU - Agarana, Michael C.

AU - Akinlabi, Esther T.

N1 - Publisher Copyright: © Published under licence by IOP Publishing Ltd.

PY - 2018/9/10

Y1 - 2018/9/10

N2 - In the present paper the authors focus on dynamic response of A36 steel plate supported by a simple subgrade, under a moving iron load. The fourth order partial differential equations governing the dynamic behavior of the plate were transformed into their algebraic forms using differential transform method. The new set of algebraic equations were solved analytically. Computer software - Maple was deployed to plot the three-dimensional (3D) graphs. The results obtained revealed that the absolute value of the deflection of the steel was very high when the mass of the iron load is highest at constant velocity. Also, the A36 steel plate deflected more under a moving iron load especially with a high velocity and less foundation rigidity.

AB - In the present paper the authors focus on dynamic response of A36 steel plate supported by a simple subgrade, under a moving iron load. The fourth order partial differential equations governing the dynamic behavior of the plate were transformed into their algebraic forms using differential transform method. The new set of algebraic equations were solved analytically. Computer software - Maple was deployed to plot the three-dimensional (3D) graphs. The results obtained revealed that the absolute value of the deflection of the steel was very high when the mass of the iron load is highest at constant velocity. Also, the A36 steel plate deflected more under a moving iron load especially with a high velocity and less foundation rigidity.

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DO - 10.1088/1757-899X/413/1/012011

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AN - SCOPUS:85054268446

SN - 1757-8981

VL - 413

JO - IOP Conference Series: Materials Science and Engineering

JF - IOP Conference Series: Materials Science and Engineering

IS - 1

M1 - 012011

T2 - 2nd International Conference on Engineering for Sustainable World, ICESW 2018

Y2 - 9 July 2018 through 13 July 2018

ER -

Modelling of A36 Steel Plate Dynamic Response to Uniform Partially Distributed Moving Iron Load using Differential Transform Method

Abstract

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