This paper analyse the mechanical characteristics of geometrical and material nonlinearity behavior of cylindrical shell roofs subjected to a concentrated load. The shell elements were modeled using ‘NISA2016’ software as 3D general shell element and 3D composite shell element. The 3D shell element includes deformation due to bending, membrane, membrane-bending coupling and shear perpendicular to the grain effects is suited for modeling moderately thick or thin general shells and laminated composite shells. And The 3D composite shell element consists of a number of layers of perfectly bonded anisotropic and orthotropic materials. The purpose of this research is to analysis the load-deflection curves considering the combined geometric and material nonlinearity of cylindrical shells. In a shallowed cylindrical shell, snap-through curve can be found.

A progressive failure analysis procedure for composite laminates is completed in here. An anisotropic plastic constitutive model for fiber-reinforced composite material is implemented into computer program for a predictive analysis procedure of composite laminates. Also, in order to describe material behavior beyond the initial yield, the anisotropic work-hardening model and subsequent yield surface are implemented into a computer code, which is Predictive Analysis for Composite Structures (PACS). The accuracy and efficiency of the anisotropic plastic constitutive model and the computer program PACS are verified by solving a number of various fiber-reinforced composite laminates with and without geometric discontinuity. The comparisons of the numerical results to the experimental and other numerical results available in the literature indicate the validity and efficiency of the developed model.

타이타니움이소프로폭사이드의 가수분해로 타이타니아 졸용액을 제조하고 그 특성을 조사하였다. 용매, 촉매 그리고 물의 양이 졸의 안정도에 미치는 영향을 조?고, 서로 다른 온도에서 졸용액의 전단점도를 측정하여 그 각각의 gel time을 알아보았다. 안정한 조성의 졸용액을 이용하여 광학적으로 투명하고 균일한 타이타니아 박막을 제조할 수 있었다. 또한, 이차비선형 활성단을 도입한 후에도 좋은 박막을 제조할 수 있었다. 제조된 박막은 3~5kV, 50~100˚C 온도범위에서 코로나 분극처리 하였다. 632.8nm He-Ne레이저를 이용하여 측정한 일차 전기 광학 상수, r33는 1.5~5pm/V로서 경시 안정성을 나타내었다.

Constitutive modeling of constituent materials is very important for reinforced concrete (RC) frames. Cyclic constitutive behavior of unconfined concrete, confined concrete and reinforcing steel should be well defined in fiber-based discretization of RC sections. This study performs nonlinear dynamic analyses of RC frame structures to investigate the sensitivity of seismic behavior of such frames to different constitutive models of constituent materials. The study specifically attempts to examine confinement effects in concrete modeling and degrading effects in steel modeling, which substantially affects the monotonic, cyclic and seismic responses of RC members and frames. Based on the system level analysis, it is shown that the response of non-ductile frames is less sensitive to confined concrete models while the modeling of reinforcing steel is quite influential to the inelastic response of both non-ductile and ductile frames.