KLI

비틂과 휨모멘트를 同時에 받는 均一斷面棒의 降伏條件에 관한 小考

Metadata Downloads
Alternative Title
A Study on Yield Criteria of Uniform Bars Subjected to Twisting and Bending Moment
Abstract
一般的으로, 프레임(骨組構造物)의 材料的 非線型解釋을 하는데는 降伏條件을 決定하는데 ?傷鄂? 의미가 있다.

단일한 應力상태, 예컨대 축방항력, 휨모멘트, 비틂, 전단력들중 하나만 작용할 때는 降伏條件을決定하기가 쉽지만, 특히 이들이 2개이상 組合되어 作用할때는 降伏條件을 決定하는 것이 쉽지 않다.

本 논문에서는 휨모멘트와 비틂을 동시에 받는 骨組構造物에 있어서의 降伏條件에 대해서 變形硬化를 고려하여 연구하였다.
Determination of the yield criteria generally becomes the major problems in material nonlinear analysis of the framed structures.

However determination of yield criteria under combined internal forces-axial force, bending moment, torsion, shearforce-is very difficult.

In this paper, the yield criteria of the framed structures tinder bending and twisting moment is studied considering the strain hardening effects
Determination of the yield criteria generally becomes the major problems in material nonlinear analysis of the framed structures.

However determination of yield criteria under combined internal forces-axial force, bending moment, torsion, shearforce-is very difficult.

In this paper, the yield criteria of the framed structures tinder bending and twisting moment is studied considering the strain hardening effects
Author(s)
이종석
Issued Date
1985
Type
Research Laboratory
URI
https://oak.ulsan.ac.kr/handle/2021.oak/4637
http://ulsan.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002024244
Alternative Author(s)
Lee,Jong-Seok
Publisher
연구논문집
Language
kor
Rights
울산대학교 저작물은 저작권에 의해 보호받습니다.
Citation Volume
16
Citation Number
2
Citation Start Page
273
Citation End Page
281
Appears in Collections:
Research Laboratory > University of Ulsan Report
Authorize & License
  • Authorize공개
Files in This Item:

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.