1,試驗日期,"齡期

(d)","折算

系數","破壞

荷載

P(kN)",軸心抗壓強度fcp(MPa),,,,,初始荷載F0＝,,,,11.25,(kN),,,,

,,,,,單塊值,,,代表值,,控制荷載Fa＝,,,,284.84,(kN),,,,

,,,,850.40,37.8,,,38.0,,,,,,,,,,,

,,,,812.33,36.1,,,,,承壓面積A＝,,,,,(mm2),,,,

,,,,900.82,40.0,,,,,測量標距L＝,,,,,(mm),,,,

,P0時變形(mm),,Pa時變形(mm),,"變形差

平均值

n(mm)",,"破壞荷載

P(kN)",軸心抗壓強度fcp(MPa),,,,"彈性模量

Ec(MPa)",,,,,,,

,兩側,平均,兩側,平均,,,,單塊值,,代表值,,單塊值,,代表值,,,,,

對中,0.000,0.034,0.066,0.100,0.066,,870.15,38.7,,39.3,,27600,,28100,,,,,

,0.068,,0.133,,,,,,,,,,,,,,設計強度參數設置區(qū)(MPA),,

預壓,0.000,0.034,0.065,0.099,0.065,,,,,,,,,,,,,,

,0.069,,0.133,,,,,,,,,,,,,,,,

破壞,0.000,0.034,0.065,0.099,0.065,,,,,,,,,,,,下限,,上限

,0.069,,0.133,,,,,,,,,,,,,,,,

對中,0.027,0.048,0.091,0.112,0.064,,937.71,41.7,,,,28500,,,,,36,-,42

,0.070,,0.134,,,,,,,,,,,,,,,,

預壓,0.028,0.050,0.092,0.114,0.064,,,,,,,,,,,,參數的上限和下限不能顛倒，否則會出現錯誤,,

,0.071,,0.135,,,,,,,,,,,,,,,,

破壞,0.028,0.050,0.091,0.112,0.062,,,,,,,,,,,,,,

,0.070,,0.133,,,,,,,,,,,,,,,,

對中,0.039,0.047,0.104,0.112,0.065,,846.44,37.6,,,,28100,,,,,,,

,0.055,,0.120,,,,,,,,,,,,,,,,

預壓,0.040,0.048,0.105,0.112,0.064,,,,,,,,,,,,,,

,0.055,,0.120,,,,,,,,,,,,,,,,

破壞,0.040,0.048,0.105,0.112,0.064,,,,,,,,,,,,,,

,0.056,,0.120,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

2,試驗日期,"齡期

(d)","折算

系數","破壞

荷載

P(kN)",軸心抗壓強度fcp(MPa),,,,,初始荷載F0＝,,,,11.25,(kN),,,,

,,,,,單塊值,,,代表值,,控制荷載Fa＝,,,,292.93,(kN),,,,

,,,,896.86,39.9,,,39.1,,,,,,,,,,,

,,,,900.07,40.0,,,,,承壓面積A＝,,,,,(mm2),,,,

,,,,839.41,37.3,,,,,測量標距L＝,,,,,(mm),,,,

,P0時變形(mm),,Pa時變形(mm),,"變形差

平均值

n(mm)",,"破壞荷載

P(kN)",軸心抗壓強度fcp(MPa),,,,"彈性模量

Ec(MPa)",,,,,,,

,兩側,平均,兩側,平均,,,,單塊值,,代表值,,單塊值,,代表值,,,,,

對中,0.076,0.041,0.142,0.108,0.067,,872.04,38.8,,38.9,,28000,,28700,,,,,

,0.006,,0.073,,,,,,,,,,,,,,,,

預壓,0.076,0.042,0.142,0.108,0.066,,,,,,,,,,,,,,

,0.007,,0.074,,,,,,,,,,,,,,,,

破壞,0.076,0.042,0.142,0.108,0.066,,,,,,,,,,,,,,

,0.007,,0.074,,,,,,,,,,,,,,,,

對中,0.067,0.044,0.130,0.108,0.064,,883.39,39.3,,,,29300,,,,,,,

,0.022,,0.085,,,,,,,,,,,,,,,,

預壓,0.068,0.046,0.131,0.108,0.062,,,,,,,,,,,,,,

,0.023,,0.086,,,,,,,,,,,,,,,,

破壞,0.068,0.046,0.131,0.108,0.062,,,,,,,,,,,,,,

,0.022,,0.084,,,,,,,,,,,,,,,,

對中,0.083,0.076,0.147,0.141,0.065,,871.26,38.7,,,,28900,,,,,,,

,0.070,,0.135,,,,,,,,,,,,,,,,

預壓,0.084,0.077,0.147,0.140,0.063,,,,,,,,,,,,,,

,0.070,,0.134,,,,,,,,,,,,,,,,

破壞,0.083,0.076,0.147,0.141,0.065,,,,,,,,,,,,,,

,0.070,,0.135,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

3,試驗日期,"齡期

(d)","折算

系數","破壞

荷載

P(kN)",軸心抗壓強度fcp(MPa),,,,,初始荷載F0＝,,,,11.25,(kN),,,,

,,,,,單塊值,,,代表值,,控制荷載Fa＝,,,,284.84,(kN),,,,

,,,,907.17,40.3,,,38.6,,,,,,,,,,,

,,,,883.22,39.3,,,,,承壓面積A＝,,,,,(mm2),,,,

,,,,814.87,36.2,,,,,測量標距L＝,,,,,(mm),,,,

,P0時變形(mm),,Pa時變形(mm),,"變形差

平均值

n(mm)",,"破壞荷載

P(kN)",軸心抗壓強度fcp(MPa),,,,"彈性模量

Ec(MPa)",,,,,,,

,兩側,平均,兩側,平均,,,,單塊值,,代表值,,單塊值,,代表值,,,,,

對中,0.052,0.030,0.116,0.094,0.064,,923.66,41.1,,40.5,,29000,,29000,,,,,

,0.008,,0.072,,,,,,,,,,,,,,,,

預壓,0.053,0.031,0.116,0.094,0.063,,,,,,,,,,,,,,

,0.009,,0.073,,,,,,,,,,,,,,,,

破壞,0.052,0.030,0.115,0.094,0.064,,,,,,,,,,,,,,

,0.008,,0.072,,,,,,,,,,,,,,,,

對中,0.037,0.057,0.104,0.122,0.065,,869.10,38.6,,,,28500,,,,,,,

,0.077,,0.141,,,,,,,,,,,,,,,,

預壓,0.038,0.058,0.104,0.122,0.064,,,,,,,,,,,,,,

,0.078,,0.141,,,,,,,,,,,,,,,,

破壞,0.038,0.058,0.105,0.123,0.065,,,,,,,,,,,,,,

,0.078,,0.141,,,,,,,,,,,,,,,,

對中,0.021,0.013,0.084,0.076,0.063,,937.50,41.7,,,,29400,,,,,,,

,0.005,,0.069