Failure sensitivity analysis of engineering structures

Göran Sandberg; Anders Olsson

doi:10.1016/S0045-7949(98)00334-4

Failure sensitivity analysis of engineering structures

Göran Sandberg, Anders Olsson

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Forskningsoutput: Tidskriftsbidrag › Artikel i vetenskaplig tidskrift › Peer review

Sammanfattning

The present paper suggests a method to consider uncertainties in engineering structures in a computational scheme. Latin hypercube sampling is used to prepare input data of probabilistic parameters for subsequent deterministic simulations where the mechanical response is evaluated. The approach is applied on a pallet rack system where damaged columns and connector stiffnesses are considered as probabilistic parameters. The mechanical simulations are performed with the finite element method, and full advantage is taken of existing commercial code.

Originalspråk	engelska
Sidor (från-till)	525-534
Tidskrift	Computers & Structures
Volym	72
Nummer	4-5
DOI	https://doi.org/10.1016/S0045-7949(98)00334-4
Status	Published - 1999

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10.1016/S0045-7949(98)00334-4

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@article{7049b7e4b60d414fbbaa22e02e60a125,

title = "Failure sensitivity analysis of engineering structures",

abstract = "The present paper suggests a method to consider uncertainties in engineering structures in a computational scheme. Latin hypercube sampling is used to prepare input data of probabilistic parameters for subsequent deterministic simulations where the mechanical response is evaluated. The approach is applied on a pallet rack system where damaged columns and connector stiffnesses are considered as probabilistic parameters. The mechanical simulations are performed with the finite element method, and full advantage is taken of existing commercial code.",

keywords = "Finite element method, Sensitivity analysis, Pallet rack, Latin hypercube sampling, Probabilistic parameters, Uncertainties",

author = "G{\"o}ran Sandberg and Anders Olsson",

year = "1999",

doi = "10.1016/S0045-7949(98)00334-4",

language = "English",

volume = "72",

pages = "525--534",

journal = "Computers & Structures",

issn = "0045-7949",

publisher = "Elsevier",

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T1 - Failure sensitivity analysis of engineering structures

AU - Sandberg, Göran

AU - Olsson, Anders

PY - 1999

Y1 - 1999

N2 - The present paper suggests a method to consider uncertainties in engineering structures in a computational scheme. Latin hypercube sampling is used to prepare input data of probabilistic parameters for subsequent deterministic simulations where the mechanical response is evaluated. The approach is applied on a pallet rack system where damaged columns and connector stiffnesses are considered as probabilistic parameters. The mechanical simulations are performed with the finite element method, and full advantage is taken of existing commercial code.

AB - The present paper suggests a method to consider uncertainties in engineering structures in a computational scheme. Latin hypercube sampling is used to prepare input data of probabilistic parameters for subsequent deterministic simulations where the mechanical response is evaluated. The approach is applied on a pallet rack system where damaged columns and connector stiffnesses are considered as probabilistic parameters. The mechanical simulations are performed with the finite element method, and full advantage is taken of existing commercial code.

KW - Finite element method

KW - Sensitivity analysis

KW - Pallet rack

KW - Latin hypercube sampling

KW - Probabilistic parameters

KW - Uncertainties

U2 - 10.1016/S0045-7949(98)00334-4

DO - 10.1016/S0045-7949(98)00334-4

M3 - Article

SN - 0045-7949

VL - 72

SP - 525

EP - 534

JO - Computers & Structures

JF - Computers & Structures

IS - 4-5

ER -

Failure sensitivity analysis of engineering structures

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