模袋混凝土抗裂性能影响因素分析与评价

为分析模袋混凝土抗裂性能的影响因素,采用极限拉伸试验,以极限拉伸值和轴向抗拉强度作为混凝土抗裂能力的评价指标,研究等强度条件下粉煤灰掺量、含气量及粗骨料体积分数对其抗裂性能的影响规律。通过对比试验,探讨模袋布对混凝土抗裂性能的影响。结果表明,等强度条件下,粉煤灰掺量增加,混凝土的轴向抗拉强度和极限拉伸值提高;混凝土的轴向抗拉强度和极限拉伸值与含气量之间呈"中间高,两边低"的变化规律;混凝土的轴向抗拉强度和极限拉伸值与粗骨料体积分数呈单调递减趋势。模袋混凝土试件破坏时,其轴向抗拉强度和极限拉伸的峰值大约为素混凝土的1.1、1.3倍;模袋混凝土的极限变形能力提高,模袋布显著改善了混凝土的综合抗裂性能。研究成果可为模袋混凝土抗裂性能的理论完善提供试验数据和理论依据。

Effect of process parameters on tensile strength of friction stir welded cast A356 aluminium alloy joints

A356 is a high strength aluminium-silicon cast alloy used in food,chemical,marine,electrical and automotive industries.Fusion welding of this cast alloy will lead to many problems such as porosity,micro-fissuring,and hot cracking.However,friction stir welding（FSW） can be used to weld this cast alloy without above mentioned defects.An attempt was made to study the effect of FSW process parameters on the tensile strength of cast A356 aluminium alloy.Joints were made using different combinations of tool rotation speed,welding speed and axial force.The quality of weld zone was analyzed by macrostructure and microstructure analyses.Tensile strengths of the joints were evaluated and correlated with the weld zone hardness and microstructure.The joint fabricated using a rotational speed of 1000 r/min,a welding speed of 75 mm/min and an axial force of 5 kN showed a higher tensile strength compared to the other joints.

掺MgO的双膨胀源混凝土抗拉性能试验研究

通过正交试验研究了水胶比、砂率、粉煤灰、减水剂对双膨胀源混凝土的抗拉性能的影响规律。试验结果表明:双膨胀源混凝土轴向抗拉强度和抗拉弹模的显著性影响因素是水胶比和减水剂;双膨胀源混凝土的极限拉伸值的显著性影响因素是粉煤灰和减水剂;砂率对双膨胀源混凝土的抗拉性能影响较小,可忽略不计。通过数据处理和分析可得到抗拉性能较好的双膨胀源混凝土的水灰比、粉煤灰和减水剂的掺量分别为0.55、25%和0.55%;轴向抗拉强度和劈裂抗拉强度存在三次样条插值的本构关系。