Use of double edge-cracked Brazilian disk geometry for compression-shear fracture investigation of rock

A new specimen geometry-the double edge-cracked Brazilian disk and a relevant fracture analysis by weight function method are proposed for the investigation of rock fracture caused by compression-shear loading. Not only can the mixed mode fracture with any ratio of KI /KII be achieved, but also the pure mode n crack extension can be obtained. The combined mode fracture analysis for this geometry shows that diametral compression in the far-field can induce a compression-shear stress state in the singular stress field ahead of crack tips. Experimental investigations conducted on marble specimens show that the pure mode [I crack extension can be obtained when the dimen-sionless crack length a>0. 7 and the inclined crack angle 5°≤ψ≤40°. Normalized mode I and mode II stress intensity factors decrease from -0. 45 and 2. 47 at ψ= 5° to - 1. 65 and 1. 52 at ψ=40°, respectively. The strains at three points of specimen are also measured in order to investigate the influence of stress singularity on initi     

氨酯丙烯酸酯树脂与氯化聚乙烯的共混

将聚酯二元醇与二苯甲院二异氰酸酯反应[n(NCO):n(OH)=2:1] 的预聚物用甲基丙烯酸-β-羟乙酯封端，得到氨酯丙烯酸酯树脂，将其与CPE共混，并对影响氨酯丙烯酸酯/氯化聚乙烯共混硫化胶的力学性能、热老化性能以及耐油性的一些因素进行了讨论。     

物理化学教学中引导学生深入理解可逆过程的思考

可逆过程是热力学中非常重要的基础性概念之一。以一定量的理想气体等温膨胀、压缩过程为例子,通过分别计算经过一次膨胀和压缩、两次膨胀和压缩及可逆过程的功使学生深入理解系统完成一个循环后,系统和环境留都完全复原,没有留下任何影响,这种过程称为可逆过程这一重要概念。     

Experimental study on time-dependent stress and strain of in-plane shear(ModeⅡ) fracture process of rock

Shear-box test with strain measurement was used to study time-dependent stress and strain of in-plane shear(Mode Ⅱ) fracture process of rock and to reveal the mechanism of Mode Ⅱ fracture.Numerical results show that the maximum shear stress τmax at the crack tip is much larger than the maximum tensile stress σ1 and the ratio of τmax/σ1 is about 5,which favors Mode Ⅱ fracture of rock.Test results indicate that the strain—time curve comprises three stages:the linear deformation stage,the micro-cracking stage ...     

反平面剪切(III型)加载下脆性岩石的断口分析

采用反平面冲剪和反平面剪切盒实验研究反平面剪切(III型)加载下脆性岩石断裂特征。反平面冲剪试样的断裂轨迹是一空间螺旋面,断口微观特征表现为沿晶断裂,晶体大部分有3个陡峭的台阶面,晶面出现较多的河流状和鱼骨状张拉条纹,试件破坏以张拉断裂(I型)为主。反平面压剪试样的断裂轨迹基本上沿原裂纹面,断口微观特征表现为穿晶断裂,晶面上多而密的平行线条纹和较多的岩屑表现出强烈的剪切破坏特征,试件破坏以剪切断裂(III型)为主。增加侧压可抑制裂纹尖端的拉应力,导致岩石产生沿原裂纹面扩展的反平面剪切(III型)断裂。反平面压剪实验是实现岩石III型断裂和测定岩石III型断裂韧度KIIIC的一种有效实验方法。