Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2010.03a
- /
- Pages.825-831
- /
- 2010
Preminary Study on Stress Analysis of Rock-mass Support Structure using Laboratory Test and Numerical Simulation
실내실험과 수치해석을 이용한 암반지보구조물의 응력거동 분석을 위한 기초 연구
- Lee, Jae-Ho (Researcher an Division, Mecageotech CO., LTD) ;
- Moon, Hong-Deuk (Dept. of Civil Engineering, Jinju National University) ;
-
Yoo, Ji-Hyeung
(Dept. of Civil Engineering, Kyung-Il University)
;
- Kim, Hyuk (Dept. of Civil Engineering, Kyung-Il university) ;
- Son, Yeong-Ju (Dept. of Civil Engineering, Jinju National University)
- 이재호 ((주)메카지오텍 연구사업부) ;
- 문홍득 (국립진주산업대학교 토목공학과) ;
-
유지형
(경일대학교 토목공학과)
;
- 김혁 (경일대학교 토목공학과) ;
- 손영주 (국립진주산업대학교 토목공학과)
- Published : 2010.03.25
Abstract
In this study is stress behavior of steel support structure is to identify basic research. Steel stress due to load step to determine the behavior of steel using strain gauge steel loading test was performed. Numerical analysis and steel loading test using strain gauge on the actual steel stress behavior was analyzed. First, when tensile loading 3.5tonf load side of the plastic behavior appeared. Elastic model, using numerical analysis and comparison of results, the actual value is saved and you can see some difference. This repeated loading tests on steel can be seen from the results of the stress behavior of the steel rather than the elastic behavior of elastic-plastic behavior is because you can see. In addition, the upper and lower steel stress in compression and tension behavior represents the behavior was similar, but different. Steel loading test results, Y-axis get a compression if X-axis is tension. The future based on this study, the stress sensitivity curve of magnetic anisotropy sensor for non-destructive stress measurement technique for the study will be performed. And the behavior of plastic zone and residual stress to determine the numerical analysis using non-elastic model is needed.