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岩体力学试验新技术在三峡工程中的应用 被引量:11
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作者 周火明 徐平 +1 位作者 盛谦 喻勇 《长江科学院院报》 CSCD 北大核心 2001年第5期68-72,共5页
结合三峡工程岩体本构模型、拉剪应力状态下岩体强度性质、裂隙岩体开裂机理、边坡岩体卸荷带范围划分以及长期变形稳定分析等复杂岩体力学问题的研究 ,总结了岩石应力应变关系全过程测试、岩体“拉剪”试验、岩石断裂韧度测试、岩体声... 结合三峡工程岩体本构模型、拉剪应力状态下岩体强度性质、裂隙岩体开裂机理、边坡岩体卸荷带范围划分以及长期变形稳定分析等复杂岩体力学问题的研究 ,总结了岩石应力应变关系全过程测试、岩体“拉剪”试验、岩石断裂韧度测试、岩体声波测试及现场岩体蠕变等试验新技术在三峡工程中的应用。 展开更多
关键词 岩石力学 试验技术 三峡工程 “拉剪”试验 蠕变试验
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PULTRUSION OF POLYBENZOXAZINE RESIN MATRIX Z-PIN
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作者 张向阳 李勇 +4 位作者 肖军 王宏远 胡晶晶 郑莹莹 刘博 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2012年第3期237-244,共8页
The pultrusion of the polybenzoxazine resin matrix Z-pin is studied, because the Z-pin technology is an efficient reinforcement method for composites. Based on the curing characteristics acquired by differential scann... The pultrusion of the polybenzoxazine resin matrix Z-pin is studied, because the Z-pin technology is an efficient reinforcement method for composites. Based on the curing characteristics acquired by differential scanning calorimeter(DSC) analysis, the suitable mould temperature for pultrusion is researched with the visual inspection and the Z-pin short beam shear test. The pull-out test is designed to evaluate the post oven temperature that can affect the combination between Z-pins and laminates. And then, the appropriate temperature for the post oven is obtained. Finally, micro photos are used to inspect the defects in Z-pins. The results show that when the resin is heated to 70°C, Z-pin pultrusion demands for viscosity are satisfied, and the shelf-life is about 4 h. With the mould temperature increasing to 140°C, the Z-pin short beam shear strength rises correspondingly and the cross section profile is the best. When the post oven temperature declines, the combination between Z-pins and laminates becomes stronger. However, pores appear in Z-pins unless the oven temperature increases to 200°C. Therefore, the optimum post oven temperature should be set at 200°C. 展开更多
关键词 Z-PIN POLYBENZOXAZINE PULTRUSION short beam shear test pull-out test
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New criterion for rock joints based on three-dimensional roughness parameters 被引量:7
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作者 唐志成 刘泉声 黄继辉 《Journal of Central South University》 SCIE EI CAS 2014年第12期4653-4659,共7页
The shear behavior of rock joints is important in solving practical problems of rock mechanics. Three group rock joints with different morphologies are made by cement mortar material and a series of CNL(constant norma... The shear behavior of rock joints is important in solving practical problems of rock mechanics. Three group rock joints with different morphologies are made by cement mortar material and a series of CNL(constant normal loading) shear tests are performed. The influences of the applied normal stress and joint morphology to its shear strength are analyzed. According to the experimental results, the peak dilatancy angle of rock joint decreases with increasing normal stress, but increases with increasing roughness. The shear strength increases with the increasing normal stress and the roughness of rock joint. It is observed that the modes of failure of asperities are tensile, pure shear, or a combination of both. It is suggested that the three-dimensional roughness parameters and the tensile strength are the appropriate parameter for describing the shear strength criterion. A new peak shear criterion is proposed which can be used to predict peak shear strength of rock joints. All the used parameters can be easily obtained by performing tests. 展开更多
关键词 rock joint shear behavior peak shear strength three-dimensional roughness parameter
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Effect of tool plunge depth on joint formation and mechanical performance of friction stir forming joints made between AA 5052-H32 and AA 6061-T6 sheet metals 被引量:1
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作者 Tinu P.SAJU R.Ganesh NARAYANAN 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2018年第4期613-628,共16页
The potential of friction stir forming for joining dissimilar grades of aluminum alloys namely,AA 5052-H32 and AA 6061-T6,was investigated.Study on the effect of tool plunge depth revealed that,lap shear load of 7.16 ... The potential of friction stir forming for joining dissimilar grades of aluminum alloys namely,AA 5052-H32 and AA 6061-T6,was investigated.Study on the effect of tool plunge depth revealed that,lap shear load of 7.16 kN and cross-tensile load of 3.51 kN,recorded at medium tool plunge depth range from 0.5 to 0.7 mm,measured using a universal testing machine,were much larger than those of friction stir welded and friction stir spot welded joints fabricated on the same materials.Joint macrostructure observed with optical microscope revealed that joints were strengthened either by mechanical pin interlocking or by metallurgical bonding.The effect of tool plunge depth on the stir zone formation and the influence of frictional heat flux on the lower sheet were revealed through the microhardness measurement using Vickers hardness tester.Morphological studies revealed that tool plunge depth has a significant influence on the pin formation and the geometric features,generated in these joints.Occurrence of various failure modes such as pin pull-out,pin shear,partial bond delamination,and tear-off,were governed by the formation of critical weak zones at various tool plunge depths. 展开更多
关键词 friction stir forming tool plunge depth aluminum alloy lap shear test cross-tension test failure modes
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