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首页> 外文期刊>Arabian journal of geosciences >Experimental and numerical studies for determining the mode I critical stress intensity factor using thick-walled hollow cylindrical marly specimens
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Experimental and numerical studies for determining the mode I critical stress intensity factor using thick-walled hollow cylindrical marly specimens

机译:用厚壁空心圆柱马里试样确定I型临界应力强度因子的实验和数值研究

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摘要

In the oil industry, hydraulic fracture is used for enhancing oil recovery in the case where the recovery yield has reduced due to long-term extraction or when the rocks around the oil well have low permeability. Since the notches are opened in tensile mode in the hydraulic fracture operation, only the mode I critical stress intensity factor (critical SIF) was investigated. The aim of the present study was to examine the effect of three important parameters including the notch length and width and confining pressure on the mode I critical SIF using a thick-walled hollow cylindrical marly specimen. The oil well environment was simulated in the laboratory. The marly specimen was prepared from the Bangestan Formation in southern and southwestern Iran. To perform the tests, two artificial symmetrical notches with certain dimensions were created in specimens with an outer diameter (OD) of 73 mm, an inner diameter (ID) of 25 mm, and a height of 150 mm. A triaxial stress was applied on the specimen and the pressure required for the propagation of the artificial notches was measured. Three tests were conducted to investigate the effect of each parameter on the mode I critical SIF. The experimental critical SIF was compared with the average critical SIF obtained from ABAQUS and ANSYS. It was found that the mode I critical SIF decreased with increasing in the notch width and increased with increasing in the notch length. The critical SIF nonlinearly increased with increasing in confining pressure.
机译:在石油工业中,由于长期开采而导致采收率降低或油井周围的岩石渗透率低时,水力压裂被用于提高采收率。由于在液压断裂操作中以拉伸模式打开缺口,因此仅研究了模式I临界应力强度因子(critical SIF)。本研究的目的是使用厚壁空心圆柱形马氏体样品检查三个重要参数(包括缺口长度和宽度以及约束压力)对模式I临界SIF的影响。在实验室模拟了油井环境。该灰岩标本是从伊朗南部和西南部的Bangestan组制备的。为了进行测试,在标本中创建了两个具有一定尺寸的人造对称缺口,其外径(OD)为73毫米,内径(ID)为25毫米,高度为150毫米。在样品上施加三轴应力,并测量人造缺口传播所需的压力。进行了三个测试以调查每个参数对I型临界SIF的影响。将实验临界SIF与从ABAQUS和ANSYS获得的平均临界SIF进行了比较。已经发现,模式I临界SIF随着切口宽度的增加而降低,并且随着切口长度的增加而增加。临界SIF随着围压的增加而非线性增加。

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