抄録
In the design of curved bridges, curved girders are commonly approximated by an assemblage of straight beams. However, the validity of the straight beam element approximation has not been satisfactorily verified. The purpose of this paper is to examine the validity of an analysis of a curved beam approximated by an assemblage of straight beams. From the viewpoint of discretization errors, the convergence of solution on the straight beam assemblage to that of the curved beam is investigated, in which a mixed finite element formulation is used. In conclusion, it is proposed that a straight beam element subtending a central angle of less than 10 degree may be suitable for constructing a straight beam assemblage, and that the mixed finite element approach may be useful for the straight beam element approximation.
| 元の言語 | English |
|---|---|
| ホスト出版物のタイトル | Theoretical and Applied Mechanics |
| 出版場所 | Tokyo, Jpn |
| 出版者 | Univ of Tokyo Press |
| ページ | 171-178 |
| ページ数 | 8 |
| 巻 | 33 |
| ISBN（印刷物） | 4130660926 |
| 出版物ステータス | Published - 1985 |
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ASJC Scopus subject areas
- Mechanics of Materials
これを引用
VALIDITY AND ACCURACY OF STRAIGHT BEAM ELEMENT APPROXIMATION FOR THE ANALYSIS OF CURVED BEAMS. / Yoda, Teruhiko.
Theoretical and Applied Mechanics. 巻 33 Tokyo, Jpn : Univ of Tokyo Press, 1985. p. 171-178.研究成果: Conference contribution
}
TY - GEN
T1 - VALIDITY AND ACCURACY OF STRAIGHT BEAM ELEMENT APPROXIMATION FOR THE ANALYSIS OF CURVED BEAMS.
AU - Yoda, Teruhiko
PY - 1985
Y1 - 1985
N2 - In the design of curved bridges, curved girders are commonly approximated by an assemblage of straight beams. However, the validity of the straight beam element approximation has not been satisfactorily verified. The purpose of this paper is to examine the validity of an analysis of a curved beam approximated by an assemblage of straight beams. From the viewpoint of discretization errors, the convergence of solution on the straight beam assemblage to that of the curved beam is investigated, in which a mixed finite element formulation is used. In conclusion, it is proposed that a straight beam element subtending a central angle of less than 10 degree may be suitable for constructing a straight beam assemblage, and that the mixed finite element approach may be useful for the straight beam element approximation.
AB - In the design of curved bridges, curved girders are commonly approximated by an assemblage of straight beams. However, the validity of the straight beam element approximation has not been satisfactorily verified. The purpose of this paper is to examine the validity of an analysis of a curved beam approximated by an assemblage of straight beams. From the viewpoint of discretization errors, the convergence of solution on the straight beam assemblage to that of the curved beam is investigated, in which a mixed finite element formulation is used. In conclusion, it is proposed that a straight beam element subtending a central angle of less than 10 degree may be suitable for constructing a straight beam assemblage, and that the mixed finite element approach may be useful for the straight beam element approximation.
UR - http://www.scopus.com/inward/record.url?scp=0022269849&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0022269849&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0022269849
SN - 4130660926
VL - 33
SP - 171
EP - 178
BT - Theoretical and Applied Mechanics
PB - Univ of Tokyo Press
CY - Tokyo, Jpn
ER -