• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2009년도 제33회 추계학술대회논문집
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• pp.417-420
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• 2009

본 연구의 그라파이트는 로켓 노즐목 재료로 많이 사용되는 것으로써 다른 어떤 내열재료보다 로켓추진기관의 작동시간 동안 그 형상을 유지할 수 있는 삭마저항성과 열전도도가 큰 재료이다. 노즐목으로 사용되는 그라파이트는 내삭마성, 사용가능 온도, 가격, 무게측면에서 유리하지만 열충격 강도가 상대적으로 작기 때문에 설계시 구조적인 안전성을 충분히 확보해야만 한다. 본 연구에서는 로켓 노즐목으로 많이 사용하는 ATJ 그라파이트에 대하여 실험과 해석을 통하여 고온 파괴 인성치를 결정하였으며, 열충격시험 결과를 그라파이트 재료의 비선형성을 고려한 hypo elastic 기법을 이용한 해석적 방법으로 비교하여 해석의 정확성을 확인하였다.

• Structural Engineering and Mechanics
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• 제36권1호
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• pp.57-78
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• 2010

A novel flexibility-based 1D element that captures the material nonlinearity and second order P-$\Delta$ effects within a reinforced concrete frame member is developed. The formulation is developed for 2D planar frames in the modified fiber element framework but can readily be extended to 3D cases. The nonlinear behavior of concrete including cracking and crushing is taken into account through a modified hypo-elastic model. A parabolic and a constant shear stress distribution are used at section level to couple the normal and tangential tractions at material level. The lack of objectivity due to softening of concrete is addressed and objectivity of the response at the material level is attained by using a technique derived from the crack band approach. Finally the efficiency and accuracy of the formulation is compared with experimental results and is demonstrated by some numerical examples.

• Structural Engineering and Mechanics
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• 제10권6호
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• pp.577-587
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• 2000

A 3D nonlinear finite element computation model is presented in order to analyze the concrete filled rectangular tubular (CFRT) composite structures. The concrete material model is based on a hypo-elastic orthotropic approach while the elasto-plastic hardening model is employed for steel element. The comparisons between experimental and analytical results show that the proposed model is a relatively simple and effective one. The analytical results show that the capacity of inner concrete of CFRT column mainly depends on the two diagonal zones, and the confining effect of CFRT section is mainly concentrated on the corner zones. At the ultimate state, the side concrete along the section cracks seriously, and the corner concrete softens with the increase of compressive strains until failure.