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关注:1
2013-05-23 12:21
求翻译:The sample were constrained to near zero axial deformation (plane strain). Failure around the hole was caused by loading to a state of high external pressure (75 MPa). Uniaxial compressive strengths reported in the literature rang from 44–74 MPa for Berea sandstone. For Berea sandstone, Young’s modulus is 17 GPa, Poiss是什么意思? 待解决
悬赏分:1
- 离问题结束还有
The sample were constrained to near zero axial deformation (plane strain). Failure around the hole was caused by loading to a state of high external pressure (75 MPa). Uniaxial compressive strengths reported in the literature rang from 44–74 MPa for Berea sandstone. For Berea sandstone, Young’s modulus is 17 GPa, Poiss
问题补充: |
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2013-05-23 12:21:38
样品被限制到接近零轴向变形(平面应变) 。
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2013-05-23 12:23:18
样品被压抑临近零的轴向变形(平面变形)。在孔附近的失败是由装载造成的对状态高外压(75 MPa)。在文学报告的单轴的耐压强度从44-74 Berea砂岩的MPa敲响了。对于Berea砂岩,年轻的模数是17 GPa,泊松比是0.32。
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2013-05-23 12:24:58
样品被压抑了到近的零的轴向变形 (平面变形)。 失败在孔附近是由装载造成的对高外压75 MPa (状态)。 单轴的耐压强度在文学报告了从44-74 MPa敲响了为Berea砂岩。 为Berea砂岩,年轻人的模数是17 GPa,泊松的比率是0.32。
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2013-05-23 12:26:38
该示例的限制被附近的零轴向变形 (平面应变)。环绕着大洞的故障被造成的加载到外部高压 (75 MPa) 的状态。文献中报道的单轴抗压强度响了从庇砂岩 44 — — 74 精神创伤和痛苦。伯里亚砂岩,杨氏模量是 17 GPa,泊松比是 0.32。
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2013-05-23 12:28:18
例子被强迫走近零轴向变形 ( 飞机类型 )。在孔附近的故障由装货造成到高外部压力的一个州 (75 MPa )。Uniaxial 有压缩力的力量在文献中报告从 44-74 对于 Berea sandstone 的 MPa 响起来。对 Berea sandstone,年轻人是系数是 17 GPa,泊松的比率是 0.32。
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