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首页> 外文期刊>International Journal of Rock Mechanics and Mining Sciences >Estimation of the tensile elastic modulus using Brazilian disc by applying diametrically opposed concentrated loads
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Estimation of the tensile elastic modulus using Brazilian disc by applying diametrically opposed concentrated loads

机译:通过施加完全相反的集中载荷,使用巴西圆盘估算拉伸弹性模量

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摘要

The tensile elastic modulus E_t of a rock is different from the compressive elastic modulus E_t, due to inhomogeneity and microcracks. There is no convenient method to obtain E_t except using direct tension tests. However, the direct tension test for rock materials is difficult to perform, because of stress concentrations, and the difficulty of preparing specimens. We have developed a new method to determine E_t of rock materials easily and conveniently. Two strain gauges are pasted at the center part of a Brazilian disc's two side faces along the direction perpendicular to the line load to record tensile strain, and a force sensor is used to record the force applied; then the stress-strain curve can be obtained; finally the E_t can be calculated according to those related formulas which are derived on the basis of elasticity theory. Our experimental results for marble, sandstone, limestone and granite indicate that E_t is less than E_c, and their ratio is generally between 0.6 and 0.9.
机译:由于不均匀和微裂纹,岩石的拉伸弹性模量E_t与压缩弹性模量E_t不同。除了使用直接张力测试外,没有其他简便的方法来获得E_t。然而,由于应力集中和样品制备的困难,岩石材料的直接拉伸试验很难进行。我们已经开发出一种新方法,可以轻松便捷地确定岩石材料的E_t。在垂直于线载荷的方向上,在巴西圆盘的两个侧面的中心部分粘贴两个应变仪,以记录拉伸应变,并使用力传感器记录施加的力;得到应力-应变曲线。最后,可以根据在弹性理论基础上得出的相关公式计算出E_t。我们对大理石,砂岩,石灰石和花岗岩的实验结果表明,E_t小于E_c,并且它们的比率通常在0.6到0.9之间。

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