本文提出了一个用相对准则分析双向载荷下弹塑性裂纹稳定扩展的方法。首先,由单向载荷裂纹稳定扩展试验所得到的外载荷与裂纹扩展量的关系曲线进行模拟裂纹稳定扩展的“产生型”数值分析,得到有关参量与裂纹扩展的关系曲线,然后选择计...本文提出了一个用相对准则分析双向载荷下弹塑性裂纹稳定扩展的方法。首先,由单向载荷裂纹稳定扩展试验所得到的外载荷与裂纹扩展量的关系曲线进行模拟裂纹稳定扩展的“产生型”数值分析,得到有关参量与裂纹扩展的关系曲线,然后选择计算得到的参量值作为相对准则,再对双向载荷下裂纹稳定扩展问题进行“应用型”分析,最后得到双向载荷作用下外载荷与裂纹扩展量的关系。文中运用上述方法,分别选择裂纹张开角 COA 和 J 积分作为相对准则,对一个铝合金中心裂纹试件在双向载荷作用下的裂纹稳定扩展问题进行了分析。计算所得结果表明,运用此法分析双向载荷下的裂纹稳定扩展问题是可行的且双向载荷对裂纹的起裂载荷及整个稳定扩展过程都有影响,尤其在双向载荷比λ<0(λ=P_x/P_y)时,更为明显。展开更多
According to the interaction of three shallow tunnels with large section, the analytical solution to rock pressure has been derived and discussed. The load model is given when the bilateral tunnels are excavated. Acco...According to the interaction of three shallow tunnels with large section, the analytical solution to rock pressure has been derived and discussed. The load model is given when the bilateral tunnels are excavated. According to the model, the stresses of three tunnels and single tunnel are calculated and compared to analyze the distribution characteristics, where the stresses are influenced by controlling factors of clear distance, covering depth and inclination angle of ground surface. The results show that, in general, the bias distribution is more serious. Therefore, it is significant to settle down the load model of three shallow tunnels so as to determine the measure of reinforcement and design the structure of support. The model and results can be used as a theoretical basis in designation and further research of the three shallow tunnels.展开更多
文摘本文提出了一个用相对准则分析双向载荷下弹塑性裂纹稳定扩展的方法。首先,由单向载荷裂纹稳定扩展试验所得到的外载荷与裂纹扩展量的关系曲线进行模拟裂纹稳定扩展的“产生型”数值分析,得到有关参量与裂纹扩展的关系曲线,然后选择计算得到的参量值作为相对准则,再对双向载荷下裂纹稳定扩展问题进行“应用型”分析,最后得到双向载荷作用下外载荷与裂纹扩展量的关系。文中运用上述方法,分别选择裂纹张开角 COA 和 J 积分作为相对准则,对一个铝合金中心裂纹试件在双向载荷作用下的裂纹稳定扩展问题进行了分析。计算所得结果表明,运用此法分析双向载荷下的裂纹稳定扩展问题是可行的且双向载荷对裂纹的起裂载荷及整个稳定扩展过程都有影响,尤其在双向载荷比λ<0(λ=P_x/P_y)时,更为明显。
基金Projects(2013CB036004, 2011CB013800) supported by the National Basic Research Program of ChinaProject(51178468, 50908234) supported by the National Natural Science Foundation of ChinaProject(2011G103-B) supported by the Science and Technology Development of Railway in China
文摘According to the interaction of three shallow tunnels with large section, the analytical solution to rock pressure has been derived and discussed. The load model is given when the bilateral tunnels are excavated. According to the model, the stresses of three tunnels and single tunnel are calculated and compared to analyze the distribution characteristics, where the stresses are influenced by controlling factors of clear distance, covering depth and inclination angle of ground surface. The results show that, in general, the bias distribution is more serious. Therefore, it is significant to settle down the load model of three shallow tunnels so as to determine the measure of reinforcement and design the structure of support. The model and results can be used as a theoretical basis in designation and further research of the three shallow tunnels.
