摘要
水上玻璃钢滑道为水上游乐设施,属于国家规定的特种设备,其结构的安全性直接影响游客的人身安全。基于ANSYS有限元程序,考虑水上玻璃钢滑道玻璃钢材料的各向异性,游客滑行过程中速度变化引起的载荷波动以及设备安装地的极限环境载荷,对水上玻璃钢滑道的力学模型进行结构分析,并依据GB 8408—2008《游乐设施安全规范》对分析结果进行校核。该方法为优化水上游乐设施的设计、提高结构的安全性提供了理论依据和参考。
The glass fiber reinforced plastic slide is a kind of aquatic amusement facilities which belongs to the national special equipment,and the structure safety directly relates to the visitors safe. Considering the anisotropy of glass fiber reinforced plastic,the fluctuating load caused by visitors sliding on the slide,and the limit environmental load,the slide structure was analyzed by the ANSYS and checked by the GB 8408—2008. The study provides theoretical basis and reference to the optimization design of aquatic amusement facilities and improves the safety of the structure.
出处
《玻璃钢/复合材料》
CAS
CSCD
北大核心
2016年第12期86-89,共4页
Fiber Reinforced Plastics/Composites
关键词
水上玻璃钢滑道
游乐设施
有限元
结构分析
glass fiber reinforced plastic
anisotropy
finite element method
structural analysis