CAJ | 학술논문

按照塑料化粪池的实际安装步骤，运用有限元软件，对其模型进行结构分析。由计算得出的应力及变形情况确定危险区域，并针对性地实施加强方案，探讨不同方案对结构性能的影响。由计算结果生成各模型随覆土深度变化的应力、变形曲线，对比确定较优方案，为今后塑料化粪池的结构改进奠定基础。
안조소료화분지적실제안장보취，운용유한원연건，대기모형진행결구분석。유계산득출적응력급변형정황학정위험구역，병침대성지실시가강방안，탐토불동방안대결구성능적영향。유계산결과생성각모형수복토심도변화적응력、변형곡선，대비학정교우방안，위금후소료화분지적결구개진전정기출。
According to its actual installation steps ,an analysis about the structure of plastic septic tank is carried out by finite element software ,and the model's dangerous area is found by the results of the stress and deformation .Then the strengthening programs are put forward and the impact of different options on the structural and properties is explored .The stress and deformation curves about different overburden depth are obtained by calculation .Finally ,the best strengthening scheme is found ,which will lay the foundation for improving the structure of the plastic septic tank in the future .