区域模型软件CFAST(Consolidated Model of Fire Growth and Smoke Transport)是经过美国核管会检验和验证的五款可用于核电评估的火灾模拟软件之一。本文针对火灾条件下的电缆温升,考虑了电缆芯的材料热特性,提出了改进的电缆温度预测...区域模型软件CFAST(Consolidated Model of Fire Growth and Smoke Transport)是经过美国核管会检验和验证的五款可用于核电评估的火灾模拟软件之一。本文针对火灾条件下的电缆温升,考虑了电缆芯的材料热特性,提出了改进的电缆温度预测一维热传导模型。同时,针对ICPMP(International Collaborative Project to Evaluate Fire Models for Nuclear Power Plant Applications)标准实验5种火灾工况,通过该实验的数据对改进模型进行了验证,得到了其优于原模型结论。展开更多
A systematic and generic procedure for the determination of the reasonable finished state of self-anchored suspension bridges is proposed, the realization of which is mainly through adjustment of the hanger tensions. ...A systematic and generic procedure for the determination of the reasonable finished state of self-anchored suspension bridges is proposed, the realization of which is mainly through adjustment of the hanger tensions. The initial hanger tensions are first obtained through an iterative analysis by combining the girder-tower-only finite element(FE) model with the analytical program for shape finding of the spatial cable system. These initial hanger tensions, together with the corresponding cable coordinates and internal forces, are then included into the FE model of the total bridge system, the nonlinear analysis of which involves the optimization technique. Calculations are repeated until the optimization algorithm converges to the most optimal hanger tensions(i.e. the desired reasonable finished bridge state). The "temperature rigid arm" is introduced to offset the unavoidable initial deformations of the girder and tower, which are due to the huge axial forces originated from the main cable. Moreover, by changing the stiffness coefficient K in the girder-tower-only FE model, the stiffness proportion of the main girder, the tower or the cable subsystem in the whole structural system could be adjusted according to the design intentions. The effectiveness of the proposed method is examined and demonstrated by one simple tutorial example and one self-anchored suspension bridge.展开更多
文摘区域模型软件CFAST(Consolidated Model of Fire Growth and Smoke Transport)是经过美国核管会检验和验证的五款可用于核电评估的火灾模拟软件之一。本文针对火灾条件下的电缆温升,考虑了电缆芯的材料热特性,提出了改进的电缆温度预测一维热传导模型。同时,针对ICPMP(International Collaborative Project to Evaluate Fire Models for Nuclear Power Plant Applications)标准实验5种火灾工况,通过该实验的数据对改进模型进行了验证,得到了其优于原模型结论。
基金Project(20133204120015) supported by Specialized Research Fund for the Doctoral Program of Higher Education of ChinaProject(12KJB560003) supported by the Natural Science Foundation of the Higher Education Institution of Jiangsu Province,China
文摘A systematic and generic procedure for the determination of the reasonable finished state of self-anchored suspension bridges is proposed, the realization of which is mainly through adjustment of the hanger tensions. The initial hanger tensions are first obtained through an iterative analysis by combining the girder-tower-only finite element(FE) model with the analytical program for shape finding of the spatial cable system. These initial hanger tensions, together with the corresponding cable coordinates and internal forces, are then included into the FE model of the total bridge system, the nonlinear analysis of which involves the optimization technique. Calculations are repeated until the optimization algorithm converges to the most optimal hanger tensions(i.e. the desired reasonable finished bridge state). The "temperature rigid arm" is introduced to offset the unavoidable initial deformations of the girder and tower, which are due to the huge axial forces originated from the main cable. Moreover, by changing the stiffness coefficient K in the girder-tower-only FE model, the stiffness proportion of the main girder, the tower or the cable subsystem in the whole structural system could be adjusted according to the design intentions. The effectiveness of the proposed method is examined and demonstrated by one simple tutorial example and one self-anchored suspension bridge.
