This study investigates the effect of thermo-mechanical treatment on the damping capacity of the Fe-20Mn-12Cr- 3Ni-3Si alloy with deformation induced martensite transformation. Dislocation, αʹ and ε-martensite are formed, and the grain size is refined by deformation and thermo-mechanical treatment. With an increasing number cycles in the thermo-mechanical treatment, the volume fraction of ε-martensite increases and then decreases, whereas dislocation and α'-martensite increases, and the grain size is refined. In thermo-mechanical treated specimens with five cycles, more than 10 % of the volume fraction of ε-martensite and less than 3 % of the volume fraction of αʹ-martensite are attained. Damping capacity decreases by thermomechanical treatment and with an increasing number of cycles of thermo-mechanical treatment, and this result shows an opposite tendency for general metal with deformation induced martensite transformation. The damping capacity of the thermomechanical treated damping alloy with deformation induced martensite transformation greatly affect the formation of dislocation, grain refining and α'-martensite and then ε-martensite formation by thermo-mechanical treatment.

This study was carried out to investigate the effect of deformation induced martensite on the damping capacity of Fe-26Mn-4Co-2Al damping alloy. α‘ and ε-martensite were formed by cold working, and; deformation induced martensite was formed with according to the specific direction and the surface relief. With an increasing degree of cold rolling, the volume fraction of α‘-martensite increased rapidly, while the volume fraction of ε-martensite decreased after rising to a maximum value at a specific level of cold rolling. Damping capacity was increased, and then decreased with an increasing of the degree of cold rolling. Damping capacity was influenced greatly by the volume fraction of ε-martensite formed by cold working, but the effect of the volume fraction of α‘-martensite have a actually on effect on the damping capacity.

본 연구에서는 기존의 고력볼트의 축부절삭 가공방법을 이용한 신형상 메카니컬패스너를 개발하였다. 개발된 신형상 메카니컬패스너를 엔드플레이트 형식의 보-기둥 접합부에 적용하여 변형능력 및 강도특성에 대한 재하실험 및 유한요소법에 의한 수치해석을 수행하였다.

본 연구는 변위억제형 Sheet pile 이 설치된 SCP복합지반의 지지력 특성에 대한 연구로서 원심모형실험과 수치해석을 통하여 SCP 복합지반의 하중-침하 관계, 응력분담특성, 최종함수비 등의 변화에 대해 알아보았다. SCP를 기초폭의 2배로 개량한 조건과 Sheet pile를 기초 한쪽 모서리에 설치한 경우, Sheet pile를 기초 양쪽 모서리에 설치한 경우 3가지에 대하여 연직하중재하 실험을 실시하였다. 한편, 원심모형실험 결과를 모사하기 위하여 상용 유한요소 프로그램인 CRISP을 이용하였으며 수치해석시 모래다짐말뚝은 탄소성모델로 점토지반은 한계평형 상태에 기초한 수정 Cam-clay 모델을 사용하였다. 원심모형실험결과 Sheet pile이 기초파괴활동을 억지하여 항복하중강도가 증가하였으며 Sheet pile 설치에 따른 응력분담비는 2~4의 값을 나타내었다. 또한 수치해석 결과 Sheet pile설치에 따라 지반융기량이 20~30%감소하였고 수평변위는 28~43% 감소효과를 나타내었다.