超大浮式结构(very large floating structure,简称VLFS)是集空港和海港为一体的大型海上多功能浮式结构,现有研究大多关注规则波下刚性模块柔性连接模型的动力响应,忽略了台风浪极端环境下海上机场自身柔性引起的非线性振动特性。针对...超大浮式结构(very large floating structure,简称VLFS)是集空港和海港为一体的大型海上多功能浮式结构,现有研究大多关注规则波下刚性模块柔性连接模型的动力响应,忽略了台风浪极端环境下海上机场自身柔性引起的非线性振动特性。针对此问题,提出了一种新型多柔-刚性混合模块建模方法,采用Jonswap谱特征参数对台风“鲇鱼”过境实测海浪谱开展了精细化仿真模拟,分析了台风浪下海上机场VLFS整体和局部非线性动态响应特性,揭示了海上机场与环境荷载之间的能量转换机理。结果表明:海上机场多柔-刚性混合模块模型可以较好地反映此类VLFS结构动力响应特性;海上机场超长柔性及台风浪场不均匀性使其结构呈现显著非线性,位移、转角和水弹性变形分别以沿波向、绕展向和沿垂向为主,极值应力主要分布于撑杆附近;环境荷载能量和结构重力势能在初始阶段主要转换为系泊势能,稳定阶段则主要转换为结构动能和弹性势能。展开更多
Based on the mechanical experiment of brittle coal-rock and the damage mechanical theory, a damage model was established. Coal-Rock damage mechanical characteristic was researched. Furthermore, interior energy transfo...Based on the mechanical experiment of brittle coal-rock and the damage mechanical theory, a damage model was established. Coal-Rock damage mechanical characteristic was researched. Furthermore, interior energy transformation mechanism of rock was analyzed from the point of view of damage mechanics and damage energy release rate of brittle coal rock was derived. By analyzing the energy transformation of rock burst, a new conception, damage energy index of rock burst, was put forward. The condition of rock burst was also established.展开更多
文摘超大浮式结构(very large floating structure,简称VLFS)是集空港和海港为一体的大型海上多功能浮式结构,现有研究大多关注规则波下刚性模块柔性连接模型的动力响应,忽略了台风浪极端环境下海上机场自身柔性引起的非线性振动特性。针对此问题,提出了一种新型多柔-刚性混合模块建模方法,采用Jonswap谱特征参数对台风“鲇鱼”过境实测海浪谱开展了精细化仿真模拟,分析了台风浪下海上机场VLFS整体和局部非线性动态响应特性,揭示了海上机场与环境荷载之间的能量转换机理。结果表明:海上机场多柔-刚性混合模块模型可以较好地反映此类VLFS结构动力响应特性;海上机场超长柔性及台风浪场不均匀性使其结构呈现显著非线性,位移、转角和水弹性变形分别以沿波向、绕展向和沿垂向为主,极值应力主要分布于撑杆附近;环境荷载能量和结构重力势能在初始阶段主要转换为系泊势能,稳定阶段则主要转换为结构动能和弹性势能。
基金Doctoral fund of ministry of education,China(2 0 0 0 0 61115 ) the teaching and research award program for outstandingyoung teachers in higher education institutions of MOE,P.R.C.,(TRAPOYT)
文摘Based on the mechanical experiment of brittle coal-rock and the damage mechanical theory, a damage model was established. Coal-Rock damage mechanical characteristic was researched. Furthermore, interior energy transformation mechanism of rock was analyzed from the point of view of damage mechanics and damage energy release rate of brittle coal rock was derived. By analyzing the energy transformation of rock burst, a new conception, damage energy index of rock burst, was put forward. The condition of rock burst was also established.
