지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2006.1
- 수록면
- 21 - 31 (11page)
이용수
초록· 키워드
오류제보하기
This paper deals with the environmentally assisted cracking behavior of high strength cable wires of a suspension bridge, exposed to marine environments. The main objective is to determine the safety of a bridge system locally and globally. To evaluate the safety of a suspension bridge, an ultimate limit state for the local cracking in cable wires and service limit states for global responses of the bridge system are considered. In an ultimate limit state, the reliability of time-dependent and crack length-dependent Environmentally Assisted Cracking (EAC) of a cable wire has been calculated. Global system responses have been evaluated by a FEM program, which were used for the safety evaluation of service limit states. Due to the diffusion of hydrogen atoms affected by the gradient of hydrostatic stress, the section of cable wire will fail immediately when the ratio of EAC in a cable wire is larger than 60percent. However, the global responses show ignorable differences in the considered analysis. Suggestions for the found problems are discussed.
목차
Abstract
1. Introduction
2. Resistance Model
3. Load Model
4. Reliability Analysis
5. Conclusions
References
참고문헌 (8)
참고문헌 신청
, 2003 , Reliability Models for Corosion of Concrete Bridges
, 1986 , Growth behavior of surfacecracks in the circumferencial plane of solid and hollow cylinders : 50 ~ 74
, 1977 , Stress singularity for a crack withan arbitrarily curved front : 705 ~ 718
, 1997 , Determination of the initial configuration for a self-anchored suspension bridge introducing initial axial forces 22 (1-2) : 197 ~ 205
, 1999 , Hydrogen transport near a blunting crack tip 47 : 971 ~ 992
, 1986 , Growth behavior of surfacecracks in the circumferencial plane of solid and hollow cylinders : 50 ~ 74
, 1977 , Stress singularity for a crack withan arbitrarily curved front : 705 ~ 718
, 1997 , Determination of the initial configuration for a self-anchored suspension bridge introducing initial axial forces 22 (1-2) : 197 ~ 205
, 1999 , Hydrogen transport near a blunting crack tip 47 : 971 ~ 992
함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
Application of inverse reliability method to estimation of cable safety factors of long span suspension bridges
Structural engineering and mechanics : An international journal
2006 .01
-
Investigation on mechanics performance of cable-stayed-suspension hybrid bridges
Wind & structures
2007 .01
-
Economic performance of cable supported bridges
Structural engineering and mechanics : An international journal
2016 .01
-
Bridge suspension 용 마이크로 와이어의 정밀 전단 특성 평가
한국정밀공학회 학술발표대회 논문집
2007 .06
-
Design of 2,800m Span Prototype Suspension Bridge Based on Korean Highway Bridge Design Code (Limit State Design) for Cable-Supported Bridge
Steel Construction
2017 .06
-
케이블 횡진동을 고려한 3차원 사장교의 동적거동
철도저널
1999 .09
-
Design analysis of the optimum configuration of self-anchored cable-stayed suspension bridges
Structural engineering and mechanics : An international journal
2014 .01
-
Bridge Management System Development for a Cable-Stayed Bridge
KSCE JOURNAL OF CIVIL ENGINEERING
2001 .03
-
Structural behavior of cable-stayed bridges after cable failure
Structural engineering and mechanics : An international journal
2016 .01
-
Study of seismic performance of cable-stayed-suspension hybrid bridges
Structural engineering and mechanics : An international journal
2015 .01
-
Static configurations of cables in cable stayed bridges
Structural engineering and mechanics : An international journal
2010 .01
-
Preliminary design of cable-stayed bridges for vertical static loads
Structural engineering and mechanics : An international journal
2003 .01
-
Design of 1,200m Span Prototype Cable-Stayed Bridge Based on Korean Highway Bridge Design Code (Limit State Design) for Cable Supported Bridges
Steel Construction
2016 .06
-
Time-dependent effects on dynamic properties of cable-stayed bridges
Structural engineering and mechanics : An international journal
2012 .01
-
Investigation of Ultimate Strength of Three-Dimensional Cable-Stayed Bridge
대한토목학회 학술대회
2008 .10
-
Analytical method for main cable configuration of two-span self-anchored suspension bridges
Structural engineering and mechanics : An international journal
2009 .01
-
Numerical Formulation for Multimode Coupled Buffeting Analysis of Cable-Stayed Bridges and its applications
대한토목학회 학술발표회 논문집
2007 .06
-
Functional Polymers for Electrical Wires & Cables
한국고분자학회 학술대회 연구논문 초록집
2019 .10
-
교량용 고강도 강선 개발 동향
소성·가공
2004 .10
-
Mechanics feasibility of using CFRP cables in super long-span cable-stayed bridges
Structural engineering and mechanics : An international journal
2008 .01
이 논문의 저자 정보
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2009-531-019092049