feng8777 - 2007/11/20 20:24:00
抗折强度Rf按下式计算:J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfRf =J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
| J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf 1.5FfLJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
|
b3J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
|
式中:Rf —抗折强度(Mpa);J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfFf —折断时施加于棱柱体中部的荷载(N);J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfL —支撑圆柱之间的距离(mm);J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfb —棱柱体正方形截面的边长(mm)。J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf关于L和b是多少?J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçfJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf抗压强度Rc按下式计算J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
Rc =J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
| FcJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
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AJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
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J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
式中:Rc—抗压强度(Mpa);J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
Fc—破坏时的最大荷载(N);J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
A—受压部分面积(mm2)。J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
关于A是多少?J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
是2.5还是1.6?J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
雨清 - 2007/11/20 22:09:00
关于L和b是多少?L=100mm b=40mmJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
关于A是多少?A=1600mm2J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
jntl - 2007/11/22 14:58:00
一般抗折直接读出来的,抗压经过换算的,面积是1600mm2J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
hbt1130 - 2008/6/12 9:59:00
:default6:J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
杨飞 - 2008/7/10 19:45:00
学习J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
liuyuanhua - 2010/12/20 22:24:00
一看就知道是新手,呵呵J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
jt19900928 - 2011/4/14 15:15:00
L=100mm b=40mmJ4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
A=1600mm2 J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf
JTG E30-2007中《水泥胶砂强度试验》里公式下都有标注J4Ǭ¿íÃbbs.3c3t.comLÑÃiÔçf