【《混凝土简支梁T型梁桥下部结构桥梁博士建模分析案例》11000字】

混凝土简支梁T型梁桥下部结构桥梁博士建模分析案例目录TOC\o"1-3"\h\u10775混凝土简支梁T型梁桥下部结构桥梁博士建模分析案例 上部施工施工阶段单元截面的施工组合应力表单元截面位置位置容许值(MPa)上缘是否满足下缘是否满足上缘(MPa)下缘(MPa)1L0021.44是是Z1-00.0521.44是是2Z10.190.2321.44是是A1-02.0921.44是是3A1-02.0021.44是是D0-05.9921.44是是4D0-06.8521.44是是Z20.18-021.44是是5Z20.18-021.44是是63.31-021.44是是663.31-021.44是是76.27-021.44是是776.27-021.44是是Z37.12-021.44是是8Z37.12-021.44是是95.78-021.44是是995.78-021.44是是104.27-021.44是是10104.27-021.44是是Z43.78-021.44是是11Z43.78-021.44是是D1-01.9121.44是是12D1-00.3021.44是是A2-00.0921.44是是13A2-00.0921.44是是Z5-00.0521.44是是14Z5-00.0521.44是是R0021.44是是15L-03.5121.44是是2-03.3421.44是是162-03.3421.44是是3-03.1921.44是是173-03.1921.44是是40.133.0521.44是是1840.133.0521.44是是50.332.9121.44是是1950.332.9121.44是是60.522.7621.44是是2060.522.7621.44是是70.712.6221.44是是2170.712.6221.44是是80.902.4821.44是是2280.902.4821.44是是R1.002.4121.44是是23L3.841.8921.44是是23.702.0921.44是是2423.702.0921.44是是33.552.2821.44是是2533.552.2821.44是是43.412.4721.44是是2643.412.4721.44是是53.272.6621.44是是2753.272.6621.44是是63.132.8521.44是是2863.132.8521.44是是72.983.0421.44是是2972.983.0421.44是是82.843.2421.44是是3082.843.2421.44是是R2.773.3321.44是是收缩徐变施工阶段单元截面的施工组合应力表格单元截面位置位置容许值(MPa)上缘是否满足下缘是否满足上缘(MPa)下缘(MPa)1L0021.44是是Z1-00.0521.44是是2Z10.190.2321.44是是A1-02.0921.44是是3A1-02.0021.44是是D0-05.9921.44是是4D0-06.8521.44是是Z20.18-021.44是是5Z20.18-021.44是是63.31-021.44是是663.31-021.44是是76.27-021.44是是776.27-021.44是是Z37.12-021.44是是8Z37.12-021.44是是95.78-021.44是是995.78-021.44是是104.27-021.44是是10104.27-021.44是是Z43.78-021.44是是11Z43.78-021.44是是D1-01.9121.44是是12D1-00.3021.44是是A2-00.0921.44是是13A2-00.0921.44是是Z5-00.0521.44是是14Z5-00.0521.44是是R0021.44是是15L-03.5121.44是是2-03.3421.44是是162-03.3421.44是是3-03.1921.44是是173-03.1921.44是是40.133.0521.44是是1840.133.0521.44是是50.332.9121.44是是1950.332.9121.44是是60.522.7621.44是是2060.522.7621.44是是70.712.6221.44是是2170.712.6221.44是是80.902.4821.44是是2280.902.4821.44是是R1.002.4121.44是是23L3.841.8921.44是是23.702.0921.44是是2423.702.0921.44是是33.552.2821.44是是2533.552.2821.44是是43.412.4721.44是是2643.412.4721.44是是53.272.6621.44是是2753.272.6621.44是是63.132.8521.44是是2863.132.8521.44是是72.983.0421.44是是2972.983.0421.44是是82.843.2421.44是是3082.843.2421.44是是R2.773.3321.44是是受拉钢筋应力验算应符合规定σsit≤0.75fsk下部施工施工阶段钢筋应力验算表单元截面位置位置容许值(MPa)上缘是否满足下缘是否满足上缘(MPa)下缘(MPa)1L00-300.00是是Z1-0.620.23-300.00是是2Z1-0.620.23-300.00是是A1-1.570.47-300.00是是3A1-2.290.41-300.00是是D0-7.881.46-300.00是是4D0-9.981.89-300.00是是Z20.29-1.37-300.00是是5Z20.29-1.37-300.00是是61.77-9.32-300.00是是661.77-9.32-300.00是是72.43-2.85-300.00是是772.43-2.85-300.00是是Z32.46-13.05-300.00是是8Z32.46-13.05-300.00是是92.05-10.84-300.00是是992.05-10.84-300.00是是100.82-4.22-300.00是是10100.82-4.22-300.00是是Z40.29-1.37-300.00是是11Z40.29-1.37-300.00是是D1-9.981.89-300.00是是12D1-7.881.46-300.00是是A2-2.290.41-300.00是是13A2-1.570.47-300.00是是Z5-0.620.23-300.00是是14Z5-0.620.23-300.00是是R00-300.00是是15L0.681.88-300.00是是20.901.96-300.00是是1620.901.96-300.00是是31.122.05-300.00是是1731.122.05-300.00是是41.342.13-300.00是是1841.342.13-300.00是是51.562.21-300.00是是1951.562.21-300.00是是61.782.29-300.00是是2061.782.29-300.00是是72.002.38-300.00是是2172.002.38-300.00是是82.222.46-300.00是是2282.222.46-300.00是是R2.332.50-300.00是是23L1.880.68-300.00是是21.960.90-300.00是是2421.960.90-300.00是是32.051.12-300.00是是2532.051.12-300.00是是42.131.34-300.00是是2642.131.34-300.00是是52.211.56-300.00是是2752.211.56-300.00是是62.291.78-300.00是是2862.291.78-300.00是是72.382.00-300.00是是2972.382.00-300.00是是82.462.22-300.00是是3082.462.22-300.00是是R2.502.33-300.00是是上部施工施工阶段钢筋应力验算表单元截面位置位置容许值(MPa)上缘是否满足下缘是否满足上缘(MPa)下缘(MPa)1L00-300.00是是Z1-0.620.23-300.00是是2Z11.151.43-300.00是是A1-32.6510.66-300.00是是3A1-51.629.21-300.00是是D0-155.6728.87-300.00是是4D0-175.2833.09-300.00是是Z20.93-2.43-300.00是是5Z20.93-2.43-300.00是是616.06-83.45-300.00是是6616.06-83.45-300.00是是730.29-160.17-300.00是是7730.29-160.17-300.00是是Z334.40-182.33-300.00是是8Z334.40-182.33-300.00是是927.94-147.49-300.00是是9927.94-147.49-300.00是是1020.66-108.24-300.00是是101020.66-108.24-300.00是是Z418.32-95.60-300.00是是11Z418.32-95.60-300.00是是D1-46.939.29-300.00是是12D1-7.881.46-300.00是是A2-2.290.41-300.00是是13A2-1.570.47-300.00是是Z5-0.620.23-300.00是是14Z5-0.620.23-300.00是是R00-300.00是是15L-2.2020.71-300.00是是2-0.8319.77-300.00是是162-0.8319.77-300.00是是30.3618.92-300.00是是1730.3618.92-300.00是是41.4718.12-300.00是是1841.4718.12-300.00是是52.5817.31-300.00是是1952.5817.31-300.00是是63.6816.51-300.00是是2063.6816.51-300.00是是74.7915.71-300.00是是2174.7915.71-300.00是是85.8914.90-300.00是是2285.8914.90-300.00是是R6.4514.50-300.00是是23L23.202.09-300.00是是222.3913.19-300.00是是24222.3913.19-300.00是是321.5914.30-300.00是是25321.5914.30-300.00是是420.7815.41-300.00是是26420.7815.41-300.00是是519.9816.51-300.00是是27519.9816.51-300.00是是619.1817.62-300.00是是28619.1817.62-300.00是是718.3718.72-300.00是是29718.3718.72-300.00是是817.5719.83-300.00是是30817.5719.83-300.00是是收缩徐变施工阶段钢筋应力验算表单元截面位置位置容许值(MPa)上缘是否满足下缘是否满足上缘(MPa)下缘(MPa)1L00-300.00是是Z1-0.620.23-300.00是是2Z11.151.43-300.00是是A1-32.6510.66-300.00是是3A1-51.629.21-300.00是是D0-155.6728.87-300.00是是4D0-175.2833.09-300.00是是Z20.93-2.43-300.00是是5Z20.93-2.43-300.00是是616.06-83.45-300.00是是6616.06-83.45-300.00是是730.29-160.17-300.00是是7730.29-160.17-300.00是是Z334.40-182.33-300.00是是8Z334.40-182.33-300.00是是927.94-147.49-300.00是是9927.94-147.49-300.00是是1020.66-108.24-300.00是是101020.66-108.24-300.00是是Z418.32-95.60-300.00是是11Z418.32-95.60-300.00是是D1-46.939.29-300.00是是12D1-7.881.46-300.00是是A2-2.290.41-300.00是是13A2-1.570.47-300.00是是Z5-0.620.23-300.00是是14Z5-0.620.23-300.00是是R00-300.00是是15L-2.2020.71-300.00是是2-0.8319.77-300.00是是162-0.8319.77-300.00是是30.3618.92-300.00是是1730.3618.92-300.00是是41.4718.12-300.00是是1841.4718.12-300.00是是52.5817.31-300.00是是1952.5817.31-300.00是是63.6816.51-300.00是是2063.6816.51-300.00是是74.7915.71-300.00是是2174.7915.71-300.00是是85.8914.90-300.00是是2285.8914.90-300.00是是R6.4514.50-300.00是是23L23.202.09-300.00是是222.3913.19-300