为了提高压印连接接头的强度,改善电阻点焊对铝合金连接不稳定的问题,对5052铝合金压印-电阻点焊复合连接的可行性进行了探究性试验。在焊接时间和焊接压力保持不变的情况下,将焊接电流(23-27 k A)视为唯一变量,探究了焊接电流的最优值...为了提高压印连接接头的强度,改善电阻点焊对铝合金连接不稳定的问题,对5052铝合金压印-电阻点焊复合连接的可行性进行了探究性试验。在焊接时间和焊接压力保持不变的情况下,将焊接电流(23-27 k A)视为唯一变量,探究了焊接电流的最优值。利用超声波水浸聚焦入射法对复合连接接头的成形性进行了检测;使用MTS材料试验机对试样进行了拉伸-剪切试验,得到了压印-电阻点焊复合连接接头的最大静拉伸载荷、失效形式及能量吸收值。结果表明:压印-电阻点焊复合连接可以实现对5052铝合金接头的有效连接且接头形貌可以利用超声C扫描进行检测;在焊接时间和焊接压力不变的情况下,适当增大焊接电流,接头的最大静拉伸载荷和能量吸收能力均有所提高,焊接电流的最优值均为25 k A;当焊接电流继续增加,接头内部结构遭到破坏。展开更多
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
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
首次提出了用于汽车生产中分瓣模压印连接接头强度和失效形式的预测方法。根据接头静力学测试中的颈部断裂失效和上下板拉脱失效两种失效形式分别建立了压印接头的两个强度预测公式,2pπ2N N NF A R t t()和2p pπt b s F R,公式以接头...首次提出了用于汽车生产中分瓣模压印连接接头强度和失效形式的预测方法。根据接头静力学测试中的颈部断裂失效和上下板拉脱失效两种失效形式分别建立了压印接头的两个强度预测公式,2pπ2N N NF A R t t()和2p pπt b s F R,公式以接头颈部厚度Nt和镶嵌量Ut为重要的中间变量。强度预测公式表明:对于颈部断裂的压印接头,颈部厚度值tN越大,接头强度越高;对于拉脱失效的压印接头,接头强度取决于颈部厚度tN和镶嵌量tU,两者之和越大,接头强度越高,并且镶嵌量对接头强度的影响与颈部厚度相比更大。对颈部厚度变化范围为0.35mm^0.56mm、镶嵌量变化范围为0.045mm^0.45mm的15种组合接头,根据强度预测公式计算了接头强度,并进行了拉伸-剪切试验。将计算结果与试验结果进行对比,结果表明二者吻合较好,最大接头强度误差为8.9%。这说明本文建立的接头强度预测公式能够准确地预测压印接头拉伸-剪切过程的强度和破坏形式。展开更多
运用超声波水浸聚焦入射法对1.5 mm的DP590双相钢单面点焊接头进行超声C扫描成像检测,分析不同焊接电流下的超声C扫图像特征及超声C扫描图像中不同区域对应的A扫信号的变化规律,并对点焊接头进行拉伸-剪切试验,测试接头的力学性能。结...运用超声波水浸聚焦入射法对1.5 mm的DP590双相钢单面点焊接头进行超声C扫描成像检测,分析不同焊接电流下的超声C扫图像特征及超声C扫描图像中不同区域对应的A扫信号的变化规律,并对点焊接头进行拉伸-剪切试验,测试接头的力学性能。结果表明:通过观察超声C扫描与超声A扫信号的变化,能够很好地观察点焊接头的内部形貌特征,检测到焊接缺陷的位置与大小;随着焊接电流的逐渐增大(12.5~14.5 k A),接头熔核直径呈递增趋势,对应的失效载荷均值从5549.5 N增加到9258.49 N;当焊接电流增加到15 k A时,接头的熔核直径增大,但由于焊接飞溅的产生,接头的失效载荷和能量吸收值都呈递减趋势。展开更多
文摘为了提高压印连接接头的强度,改善电阻点焊对铝合金连接不稳定的问题,对5052铝合金压印-电阻点焊复合连接的可行性进行了探究性试验。在焊接时间和焊接压力保持不变的情况下,将焊接电流(23-27 k A)视为唯一变量,探究了焊接电流的最优值。利用超声波水浸聚焦入射法对复合连接接头的成形性进行了检测;使用MTS材料试验机对试样进行了拉伸-剪切试验,得到了压印-电阻点焊复合连接接头的最大静拉伸载荷、失效形式及能量吸收值。结果表明:压印-电阻点焊复合连接可以实现对5052铝合金接头的有效连接且接头形貌可以利用超声C扫描进行检测;在焊接时间和焊接压力不变的情况下,适当增大焊接电流,接头的最大静拉伸载荷和能量吸收能力均有所提高,焊接电流的最优值均为25 k A;当焊接电流继续增加,接头内部结构遭到破坏。
基金Project(41130742)supported by the Key Program of National Natural Science Foundation of ChinaProject(2014CB046904)supportedby the National Basic Research Program of China+1 种基金Project(2011CDA119)supported by Natural Science Foundation of Hubei Province,ChinaProject(40972178)supported by the General Program of National Natural Science Foundation of China
文摘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.
文摘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.
文摘首次提出了用于汽车生产中分瓣模压印连接接头强度和失效形式的预测方法。根据接头静力学测试中的颈部断裂失效和上下板拉脱失效两种失效形式分别建立了压印接头的两个强度预测公式,2pπ2N N NF A R t t()和2p pπt b s F R,公式以接头颈部厚度Nt和镶嵌量Ut为重要的中间变量。强度预测公式表明:对于颈部断裂的压印接头,颈部厚度值tN越大,接头强度越高;对于拉脱失效的压印接头,接头强度取决于颈部厚度tN和镶嵌量tU,两者之和越大,接头强度越高,并且镶嵌量对接头强度的影响与颈部厚度相比更大。对颈部厚度变化范围为0.35mm^0.56mm、镶嵌量变化范围为0.045mm^0.45mm的15种组合接头,根据强度预测公式计算了接头强度,并进行了拉伸-剪切试验。将计算结果与试验结果进行对比,结果表明二者吻合较好,最大接头强度误差为8.9%。这说明本文建立的接头强度预测公式能够准确地预测压印接头拉伸-剪切过程的强度和破坏形式。
文摘运用超声波水浸聚焦入射法对1.5 mm的DP590双相钢单面点焊接头进行超声C扫描成像检测,分析不同焊接电流下的超声C扫图像特征及超声C扫描图像中不同区域对应的A扫信号的变化规律,并对点焊接头进行拉伸-剪切试验,测试接头的力学性能。结果表明:通过观察超声C扫描与超声A扫信号的变化,能够很好地观察点焊接头的内部形貌特征,检测到焊接缺陷的位置与大小;随着焊接电流的逐渐增大(12.5~14.5 k A),接头熔核直径呈递增趋势,对应的失效载荷均值从5549.5 N增加到9258.49 N;当焊接电流增加到15 k A时,接头的熔核直径增大,但由于焊接飞溅的产生,接头的失效载荷和能量吸收值都呈递减趋势。
