feng8777 - 2007/11/20 20:24:00
抗折强度Rf按下式计算:aǹ]E÷Úbbs.3c3t.comGØÂMú¾ÝRf =aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
| aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý 1.5FfLaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
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b3aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
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式中:Rf —抗折强度(Mpa);aǹ]E÷Úbbs.3c3t.comGØÂMú¾ÝFf —折断时施加于棱柱体中部的荷载(N);aǹ]E÷Úbbs.3c3t.comGØÂMú¾ÝL —支撑圆柱之间的距离(mm);aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ýb —棱柱体正方形截面的边长(mm)。aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ýaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ýaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý关于L和b是多少?aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ýaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ýaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý抗压强度Rc按下式计算aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
Rc =aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
| Fcaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
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Aaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
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aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
式中:Rc—抗压强度(Mpa);aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
Fc—破坏时的最大荷载(N);aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
A—受压部分面积(mm2)。aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
关于A是多少?aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
是2.5还是1.6?aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
雨清 - 2007/11/20 22:09:00
关于L和b是多少?L=100mm b=40mmaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
关于A是多少?A=1600mm2aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
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1600mm2aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
hbt1130 - 2008/6/12 9:59:00
:default6:aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
杨飞 - 2008/7/10 19:45:00
学习aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
liuyuanhua - 2010/12/20 22:24:00
一看就知道是新手,呵呵aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
jt19900928 - 2011/4/14 15:15:00
L=100mm b=40mmaǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
A=1600mm2 aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý
JTG E30-2007中《水泥胶砂强度试验》里公式下都有标注aǹ]E÷Úbbs.3c3t.comGØÂMú¾Ý