The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限元分析软件ANSYS建立了混凝土轴心和偏心受拉的有限元模型，进行分析并得到了受拉构件的应力云图、变形图及开裂图，并与理论分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作用，使组织中残余奥氏体数量减少，形貌无应力时的块状变为条状或薄膜状。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限分析软件ANSYS建立了混凝土轴心和偏心受拉的有限，进行分析并得到了受拉构件的应力云图、变形图及开裂图，并与理论分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作用，均使组织中氏体数量减少，形貌由无应力时的块状变为条状或薄膜状。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限元分析软件ANSYS建立了混凝土轴心和偏心的有限元模型，进行分析并得到了件的云图、变形图及开裂图，并与理论分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论还是的作用，均使组织中残余奥氏体数量减少，形貌由无时的块状变为条状或薄膜状。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限元析软件ANSYS建立了混凝土轴心和偏心受拉的有限元模型，进行析并得到了受拉构件的应力云图、变形图及开裂图，并与理论析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作用，使组织中残余奥氏体数量减少，形貌由无应力时的块状变为条状或薄膜状。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、通有元分析软件ANSYS建立了混凝土轴心和偏心受拉的有元模型，进行分析并得到了受拉构件的应力云图、变形图及开裂图，并与理论分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作，均使组织中残余奥氏体数量减少，形貌由无应力时的块变为条或。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有析软件ANSYS建立了混凝土轴心和偏心受拉的有模型，进行析并得到了受拉构件的应力云图、变形图及开裂图，并与理论析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作用，均使组织中残余奥氏体数量减少，形貌由无应力时的块变为条膜。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限元软件ANSYS建立了混凝土轴心和偏心受拉的有限元模型，进行得到了受拉构件的应力云图、变形图及开裂图，与理论结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作用，织中残余奥氏体数量减少，形貌由无应力时的块状变为条状或薄膜状。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限元分析软件ANSYS建立了混凝土轴心和偏心受拉有限元模型，进行分析并得到了受拉构件云图、变形图及开裂图，并与理论分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉是压作用，均使组织中残余奥氏体数量减少，形貌由无时块状变为条状或薄膜状。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、有限元分析软件ANSYS建立了混凝土轴心和偏心受拉的有限元模型，进行分析并得到了受拉构件的应力云图、变形图及开裂图，并与理论分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不论拉应力还是压应力的作，均使组织中残余奥氏体数量减少，形貌由无应力时的块变为条或薄。

The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.

4、用通用有限元分析软件ANSYS建立了混凝土轴心和偏心受的有限元模型，进行分析并得到了受构件的、变形及开裂，并与理分析结进行了比较。

During two cooling methods, whether tension stress or compression stress, the retained austenite in steel reduced with stress increasing, had become from massive to streak or filminess.

在两种冷却方式下，不还是压的作用，均使组织中残余奥氏体数量减少，形貌由无时的块状变为条状或薄膜状。