Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact

P. Sharafi; Lip H. Teh; Muhammad N. S. Hadi

doi:10.1007/978-1-4614-6555-3_27

Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact

P. Sharafi, Lip H. Teh, Muhammad N. S. Hadi

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

1 Citation (Scopus)

Abstract

![CDATA[In this paper, a first-order design sensitivity analysis is presented for dynamics responses of roof sheeting under hailstone impacts. The presented design sensitivity analysis computes the rate of various response changes with respect to the relevant design variable for roof sheeting. For this purpose, exploiting the finite element method, the dependence of response measures, such as deflection, stress and strain on the thickness and material properties of the steel sheeting, is implicitly defined. Then the minimum required thickness for each steel grade under different loading conditions for sheeting, are suggested by considering two conditions according to the hailstones sizes: no damage (yielding) for hailstones of small sizes (20 mm or less) and no penetration (failure) for hailstones of large sizes (up to 100 mm).]]

Original language	English
Title of host publication	Topics in Dynamics of Civil Structures: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 11-14 February 2013, Garden Grove, California
Publisher	Springer
Pages	243-252
Number of pages	10
ISBN (Print)	9781461465546
DOIs	https://doi.org/10.1007/978-1-4614-6555-3_27
Publication status	Published - 2013
Event	International Modal Analysis Conference on Structural Dynamics - Duration: 11 Feb 2013 → …

Publication series

Name
ISSN (Print)	2191-5644

Conference

Conference	International Modal Analysis Conference on Structural Dynamics
Period	11/02/13 → …

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Sharafi, P., Teh, L. H., & Hadi, M. N. S. (2013). Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact. In Topics in Dynamics of Civil Structures: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 11-14 February 2013, Garden Grove, California (pp. 243-252). Springer. https://doi.org/10.1007/978-1-4614-6555-3_27

@inproceedings{856e3712afbd4c6ba5ec3ce73654c2ae,

title = "Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact",

abstract = "![CDATA[In this paper, a first-order design sensitivity analysis is presented for dynamics responses of roof sheeting under hailstone impacts. The presented design sensitivity analysis computes the rate of various response changes with respect to the relevant design variable for roof sheeting. For this purpose, exploiting the finite element method, the dependence of response measures, such as deflection, stress and strain on the thickness and material properties of the steel sheeting, is implicitly defined. Then the minimum required thickness for each steel grade under different loading conditions for sheeting, are suggested by considering two conditions according to the hailstones sizes: no damage (yielding) for hailstones of small sizes (20 mm or less) and no penetration (failure) for hailstones of large sizes (up to 100 mm).]]",

author = "P. Sharafi and Teh, {Lip H.} and Hadi, {Muhammad N. S.}",

year = "2013",

doi = "10.1007/978-1-4614-6555-3_27",

language = "English",

isbn = "9781461465546",

publisher = "Springer",

pages = "243--252",

booktitle = "Topics in Dynamics of Civil Structures: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 11-14 February 2013, Garden Grove, California",

note = "International Modal Analysis Conference on Structural Dynamics ; Conference date: 11-02-2013",

}

Sharafi, P, Teh, LH & Hadi, MNS 2013, Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact. in Topics in Dynamics of Civil Structures: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 11-14 February 2013, Garden Grove, California. Springer, pp. 243-252, International Modal Analysis Conference on Structural Dynamics, 11/02/13. https://doi.org/10.1007/978-1-4614-6555-3_27

Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact. / Sharafi, P.; Teh, Lip H.; Hadi, Muhammad N. S.
Topics in Dynamics of Civil Structures: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 11-14 February 2013, Garden Grove, California. Springer, 2013. p. 243-252.

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact

AU - Sharafi, P.

AU - Teh, Lip H.

AU - Hadi, Muhammad N. S.

PY - 2013

Y1 - 2013

N2 - ![CDATA[In this paper, a first-order design sensitivity analysis is presented for dynamics responses of roof sheeting under hailstone impacts. The presented design sensitivity analysis computes the rate of various response changes with respect to the relevant design variable for roof sheeting. For this purpose, exploiting the finite element method, the dependence of response measures, such as deflection, stress and strain on the thickness and material properties of the steel sheeting, is implicitly defined. Then the minimum required thickness for each steel grade under different loading conditions for sheeting, are suggested by considering two conditions according to the hailstones sizes: no damage (yielding) for hailstones of small sizes (20 mm or less) and no penetration (failure) for hailstones of large sizes (up to 100 mm).]]

AB - ![CDATA[In this paper, a first-order design sensitivity analysis is presented for dynamics responses of roof sheeting under hailstone impacts. The presented design sensitivity analysis computes the rate of various response changes with respect to the relevant design variable for roof sheeting. For this purpose, exploiting the finite element method, the dependence of response measures, such as deflection, stress and strain on the thickness and material properties of the steel sheeting, is implicitly defined. Then the minimum required thickness for each steel grade under different loading conditions for sheeting, are suggested by considering two conditions according to the hailstones sizes: no damage (yielding) for hailstones of small sizes (20 mm or less) and no penetration (failure) for hailstones of large sizes (up to 100 mm).]]

UR - http://handle.uws.edu.au:8081/1959.7/551116

U2 - 10.1007/978-1-4614-6555-3_27

DO - 10.1007/978-1-4614-6555-3_27

M3 - Conference Paper

SN - 9781461465546

SP - 243

EP - 252

BT - Topics in Dynamics of Civil Structures: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 11-14 February 2013, Garden Grove, California

PB - Springer

T2 - International Modal Analysis Conference on Structural Dynamics

Y2 - 11 February 2013

ER -

Theory based sensitivity analysis and damage detection of steel roof sheeting for hailstone impact

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