Crack propagation analysis in civil engineering structures

T. Taniguchi

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

In this paper the author shows a system of the crack propagation analysis based on the finite element method. The system is easily applied for the investigation of the crack propagation behaviour due to fatigue in arbitrary structural member of, for example, steel bridges. Moreover, the user can estimate the residual life of the structure with respect to the fatigue-crack. This paper also includes new mesh generation method for this purpose, and several numerical examples show the efficiency of the mesh generation and the analysis system.

Original languageEnglish
Title of host publicationProc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89
EditorsBarry Topping
PublisherPubl by Civil-Comp Limited
Pages371-380
Number of pages10
ISBN (Print)0948749105
Publication statusPublished - 1989
EventProceedings of the Fourth International Conference on Civil and Structural Engineering Computing - CIVIL-COMP 89 - London, Engl
Duration: Sep 19 1989Sep 21 1989

Other

OtherProceedings of the Fourth International Conference on Civil and Structural Engineering Computing - CIVIL-COMP 89
CityLondon, Engl
Period9/19/899/21/89

Fingerprint

Mesh generation
Civil engineering
Crack propagation
Steel bridges
Structural members
Fatigue of materials
Finite element method
Fatigue cracks

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Taniguchi, T. (1989). Crack propagation analysis in civil engineering structures. In B. Topping (Ed.), Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89 (pp. 371-380). Publ by Civil-Comp Limited.

Crack propagation analysis in civil engineering structures. / Taniguchi, T.

Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89. ed. / Barry Topping. Publ by Civil-Comp Limited, 1989. p. 371-380.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Taniguchi, T 1989, Crack propagation analysis in civil engineering structures. in B Topping (ed.), Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89. Publ by Civil-Comp Limited, pp. 371-380, Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing - CIVIL-COMP 89, London, Engl, 9/19/89.
Taniguchi T. Crack propagation analysis in civil engineering structures. In Topping B, editor, Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89. Publ by Civil-Comp Limited. 1989. p. 371-380
Taniguchi, T. / Crack propagation analysis in civil engineering structures. Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89. editor / Barry Topping. Publ by Civil-Comp Limited, 1989. pp. 371-380
@inproceedings{a2d4bdfa0a3343128017283c765be400,
title = "Crack propagation analysis in civil engineering structures",
abstract = "In this paper the author shows a system of the crack propagation analysis based on the finite element method. The system is easily applied for the investigation of the crack propagation behaviour due to fatigue in arbitrary structural member of, for example, steel bridges. Moreover, the user can estimate the residual life of the structure with respect to the fatigue-crack. This paper also includes new mesh generation method for this purpose, and several numerical examples show the efficiency of the mesh generation and the analysis system.",
author = "T. Taniguchi",
year = "1989",
language = "English",
isbn = "0948749105",
pages = "371--380",
editor = "Barry Topping",
booktitle = "Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89",
publisher = "Publ by Civil-Comp Limited",

}

TY - GEN

T1 - Crack propagation analysis in civil engineering structures

AU - Taniguchi, T.

PY - 1989

Y1 - 1989

N2 - In this paper the author shows a system of the crack propagation analysis based on the finite element method. The system is easily applied for the investigation of the crack propagation behaviour due to fatigue in arbitrary structural member of, for example, steel bridges. Moreover, the user can estimate the residual life of the structure with respect to the fatigue-crack. This paper also includes new mesh generation method for this purpose, and several numerical examples show the efficiency of the mesh generation and the analysis system.

AB - In this paper the author shows a system of the crack propagation analysis based on the finite element method. The system is easily applied for the investigation of the crack propagation behaviour due to fatigue in arbitrary structural member of, for example, steel bridges. Moreover, the user can estimate the residual life of the structure with respect to the fatigue-crack. This paper also includes new mesh generation method for this purpose, and several numerical examples show the efficiency of the mesh generation and the analysis system.

UR - http://www.scopus.com/inward/record.url?scp=0024920502&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0024920502&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0024920502

SN - 0948749105

SP - 371

EP - 380

BT - Proc Fourth Int Conf Civ Struct Eng Comput CIVIL COMP 89

A2 - Topping, Barry

PB - Publ by Civil-Comp Limited

ER -