Shakedown limit loads for elbows under internal pressure and cyclic in-plane bending

Chang Sik Oh, Yun Jae Kim, Chi Yong Park

研究成果: Article

21 引用 (Scopus)

抄録

This paper presents elastic, shakedown and plastic limit loads for 90° elbows under constant internal pressure and cyclic in-plane bending, via finite element (FE) analysis. Effects of the elbow geometry (the bend radius to mean radius ratio and the mean radius-to-thickness ratio) and of the large geometry change are systematically investigated. By normalizing the in-plane bending moment by the plastic limit load solution of Calladine, the shakedown diagram is found to be close to unity up to a certain value of normalized pressure (normalized with respect to the limit pressure) and then to decrease almost linearly with increasing normalized pressure. The value up to which shakedown limit loads remain constant depends on the elbow geometry and the large geometry change effect. Effects of the elbow geometry and the large geometry change on shakedown diagrams are discussed.

元の言語English
ページ(範囲)394-405
ページ数12
ジャーナルInternational Journal of Pressure Vessels and Piping
85
発行部数6
DOI
出版物ステータスPublished - 2008 6 1
外部発表Yes

Fingerprint

Load limits
Geometry
Plastics
Bending moments
Finite element method

ASJC Scopus subject areas

  • Materials Science(all)
  • Mechanics of Materials
  • Mechanical Engineering

これを引用

Shakedown limit loads for elbows under internal pressure and cyclic in-plane bending. / Oh, Chang Sik; Kim, Yun Jae; Park, Chi Yong.

:: International Journal of Pressure Vessels and Piping, 巻 85, 番号 6, 01.06.2008, p. 394-405.

研究成果: Article

@article{4aab4e77373647acb42124c4ee7d7516,
title = "Shakedown limit loads for elbows under internal pressure and cyclic in-plane bending",
abstract = "This paper presents elastic, shakedown and plastic limit loads for 90° elbows under constant internal pressure and cyclic in-plane bending, via finite element (FE) analysis. Effects of the elbow geometry (the bend radius to mean radius ratio and the mean radius-to-thickness ratio) and of the large geometry change are systematically investigated. By normalizing the in-plane bending moment by the plastic limit load solution of Calladine, the shakedown diagram is found to be close to unity up to a certain value of normalized pressure (normalized with respect to the limit pressure) and then to decrease almost linearly with increasing normalized pressure. The value up to which shakedown limit loads remain constant depends on the elbow geometry and the large geometry change effect. Effects of the elbow geometry and the large geometry change on shakedown diagrams are discussed.",
keywords = "Elbows, Finite element analysis, Shakedown limit load",
author = "Oh, {Chang Sik} and Kim, {Yun Jae} and Park, {Chi Yong}",
year = "2008",
month = "6",
day = "1",
doi = "10.1016/j.ijpvp.2007.11.009",
language = "English",
volume = "85",
pages = "394--405",
journal = "International Journal of Pressure Vessels and Piping",
issn = "0308-0161",
publisher = "Elsevier BV",
number = "6",

}

TY - JOUR

T1 - Shakedown limit loads for elbows under internal pressure and cyclic in-plane bending

AU - Oh, Chang Sik

AU - Kim, Yun Jae

AU - Park, Chi Yong

PY - 2008/6/1

Y1 - 2008/6/1

N2 - This paper presents elastic, shakedown and plastic limit loads for 90° elbows under constant internal pressure and cyclic in-plane bending, via finite element (FE) analysis. Effects of the elbow geometry (the bend radius to mean radius ratio and the mean radius-to-thickness ratio) and of the large geometry change are systematically investigated. By normalizing the in-plane bending moment by the plastic limit load solution of Calladine, the shakedown diagram is found to be close to unity up to a certain value of normalized pressure (normalized with respect to the limit pressure) and then to decrease almost linearly with increasing normalized pressure. The value up to which shakedown limit loads remain constant depends on the elbow geometry and the large geometry change effect. Effects of the elbow geometry and the large geometry change on shakedown diagrams are discussed.

AB - This paper presents elastic, shakedown and plastic limit loads for 90° elbows under constant internal pressure and cyclic in-plane bending, via finite element (FE) analysis. Effects of the elbow geometry (the bend radius to mean radius ratio and the mean radius-to-thickness ratio) and of the large geometry change are systematically investigated. By normalizing the in-plane bending moment by the plastic limit load solution of Calladine, the shakedown diagram is found to be close to unity up to a certain value of normalized pressure (normalized with respect to the limit pressure) and then to decrease almost linearly with increasing normalized pressure. The value up to which shakedown limit loads remain constant depends on the elbow geometry and the large geometry change effect. Effects of the elbow geometry and the large geometry change on shakedown diagrams are discussed.

KW - Elbows

KW - Finite element analysis

KW - Shakedown limit load

UR - http://www.scopus.com/inward/record.url?scp=42649131053&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=42649131053&partnerID=8YFLogxK

U2 - 10.1016/j.ijpvp.2007.11.009

DO - 10.1016/j.ijpvp.2007.11.009

M3 - Article

AN - SCOPUS:42649131053

VL - 85

SP - 394

EP - 405

JO - International Journal of Pressure Vessels and Piping

JF - International Journal of Pressure Vessels and Piping

SN - 0308-0161

IS - 6

ER -