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、及开裂，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，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，貌由无应力时的块状为条状或薄膜状。

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，进行分析了受拉构件的应力云图、变形图及开裂图，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，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、用通用有限元分析软件ANSYS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、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，均使组织中残余奥氏体数量减少，形貌由无应力时的块条或薄膜。

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，进行分析得到了受拉构件的应力云图、变形图及开裂图，论分析结进行了比。

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.

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、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，均使组织中残余奥氏体数量减少，形貌由无应力时的块条或薄膜。

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、用通用有限元分软件ANSYS建立了混凝土轴心和偏心受拉的有限元模型，分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、用通用有限元软件ANSYS建立混凝土轴心和偏心受拉的有限元模型，并得到受拉构件的应力云图、变形图及开裂图，并与理论比较。

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、用通用有分析软件ANSYS建立了混凝土轴心和偏心受拉的有模型，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，均使组织中残余数量减少，形貌由无应力时的块状变为条状或薄膜状。