加钢筋体复合锚杆在土遗址载体锚固得到了较为成功的应用,但研究该类型锚杆机制刚刚起步。选择交河故城开展了夹Ф22 mm钢筋复合体锚杆现场锚固测试,包括锚固性能测试和锚杆各界面层应变监测。锚固性能试验表明,3m长复合锚杆极限锚固力...加钢筋体复合锚杆在土遗址载体锚固得到了较为成功的应用,但研究该类型锚杆机制刚刚起步。选择交河故城开展了夹Ф22 mm钢筋复合体锚杆现场锚固测试,包括锚固性能测试和锚杆各界面层应变监测。锚固性能试验表明,3m长复合锚杆极限锚固力可达190 k N,而且杆体表现出较强塑性变形。锚杆各界面层应变监测结果表明,钢筋-复合材料界面层轴向应变远大于其他界面层,锚固失效在该层;由于杆体的非均直性,楠竹-复合材料界面表现出轴向应变的非规律性,局部出现受压状态;楠竹-浆体界面剪应变与荷载变化一致,在较高荷载下出现剪应变向锚固末端的传递特征;鉴于杆体的多圈层构造,受力过程中出现明显的横向传递和剪胀特征。其研究成果可为复合锚杆的优化与工艺完善奠定基础。展开更多
Critical plane method is one of the most promising approaches to predict the fatigue life when the structure is subjected to the multiaxial loading.The stress-strain status and the critical plane position for smooth s...Critical plane method is one of the most promising approaches to predict the fatigue life when the structure is subjected to the multiaxial loading.The stress-strain status and the critical plane position for smooth specimens are calculated using theoretical approaches when the loading mode is a continuous function.However,because of the existence of stress concentration and the characteristic of multiaxial non-proportion,it is difficult to calculate the stress-strain status and the critical plane position of geometric discontinuity structure by theory method.In this paper,a new numerical simulation method is proposed to determine the critical plane of geometric discontinuity structure under multiaxial loading.Firstly,the strain status of dangerous point is analyzed by finite element method.Secondly,the maximum shear strain amplitude of arbitrary plane is calculated using coordinate transformation principle.Finally,the plane which has the maximum shear strain amplitude is defined as the critical plane.The critical plane positions are analyzed when loading mode and notch parameters are different.Meanwhile,the relationship between notch depth and associated parameters on critical plane as well as that between loading amplitude and associated parameters on critical plane are given quantitatively.展开更多
Based on the multiple-term horizontal velocity solutions of 230 GPS monitoring sites in Tianshan and its adjacent region, the GPS site velocity fields and crustal horizontal strain fields in the area have been obtaine...Based on the multiple-term horizontal velocity solutions of 230 GPS monitoring sites in Tianshan and its adjacent region, the GPS site velocity fields and crustal horizontal strain fields in the area have been obtained. The results show that the crustal shortening rate of Tianshan, with the longitude （77°±1°）E as the boundary, gradually decreased towards two sides, from the south to the north, indicating that the pushing force of plate becomes weaker along with the fold deformation decreasing of the Tianshan. The direction of principal compressive strain of Tianshan and its adjacent area, nearly NNW, is basically perpendicular to the Tianshan cordillera trend, suggesting the distribution and variation of maximum principal compressive stress in Tianshan and its adjacent region resulted from collision and extrusion of Indian Plate. This paper indicates that the maximum shear strain field mainly con- centrates on two areas, one is Isyk lake of North Tianshan, Kyrgyzstan, and the other is the juncture of Jiashi （South Tianshan） and Pamir arc faults. In the above areas, it can be shown from the epicentral distribution that the strong earthquakes mostly occurs at the high shearing strain accumulation filed or its edge.展开更多
文摘加钢筋体复合锚杆在土遗址载体锚固得到了较为成功的应用,但研究该类型锚杆机制刚刚起步。选择交河故城开展了夹Ф22 mm钢筋复合体锚杆现场锚固测试,包括锚固性能测试和锚杆各界面层应变监测。锚固性能试验表明,3m长复合锚杆极限锚固力可达190 k N,而且杆体表现出较强塑性变形。锚杆各界面层应变监测结果表明,钢筋-复合材料界面层轴向应变远大于其他界面层,锚固失效在该层;由于杆体的非均直性,楠竹-复合材料界面表现出轴向应变的非规律性,局部出现受压状态;楠竹-浆体界面剪应变与荷载变化一致,在较高荷载下出现剪应变向锚固末端的传递特征;鉴于杆体的多圈层构造,受力过程中出现明显的横向传递和剪胀特征。其研究成果可为复合锚杆的优化与工艺完善奠定基础。
基金the National Natural Science Foundation of China(Nos.51778273 and 51605212)the Universities and Colleges Innovation Ability Improvement Project of Gansu(No.2019A-225)
文摘Critical plane method is one of the most promising approaches to predict the fatigue life when the structure is subjected to the multiaxial loading.The stress-strain status and the critical plane position for smooth specimens are calculated using theoretical approaches when the loading mode is a continuous function.However,because of the existence of stress concentration and the characteristic of multiaxial non-proportion,it is difficult to calculate the stress-strain status and the critical plane position of geometric discontinuity structure by theory method.In this paper,a new numerical simulation method is proposed to determine the critical plane of geometric discontinuity structure under multiaxial loading.Firstly,the strain status of dangerous point is analyzed by finite element method.Secondly,the maximum shear strain amplitude of arbitrary plane is calculated using coordinate transformation principle.Finally,the plane which has the maximum shear strain amplitude is defined as the critical plane.The critical plane positions are analyzed when loading mode and notch parameters are different.Meanwhile,the relationship between notch depth and associated parameters on critical plane as well as that between loading amplitude and associated parameters on critical plane are given quantitatively.
基金National Natural Science Foundation of China (40074024) and Natural Science Foundation of Xinjiang Uygur Autonomous Region (200321101).
文摘Based on the multiple-term horizontal velocity solutions of 230 GPS monitoring sites in Tianshan and its adjacent region, the GPS site velocity fields and crustal horizontal strain fields in the area have been obtained. The results show that the crustal shortening rate of Tianshan, with the longitude （77°±1°）E as the boundary, gradually decreased towards two sides, from the south to the north, indicating that the pushing force of plate becomes weaker along with the fold deformation decreasing of the Tianshan. The direction of principal compressive strain of Tianshan and its adjacent area, nearly NNW, is basically perpendicular to the Tianshan cordillera trend, suggesting the distribution and variation of maximum principal compressive stress in Tianshan and its adjacent region resulted from collision and extrusion of Indian Plate. This paper indicates that the maximum shear strain field mainly con- centrates on two areas, one is Isyk lake of North Tianshan, Kyrgyzstan, and the other is the juncture of Jiashi （South Tianshan） and Pamir arc faults. In the above areas, it can be shown from the epicentral distribution that the strong earthquakes mostly occurs at the high shearing strain accumulation filed or its edge.
