When the filler-bitumen ratio of asphalt mortar changes, its adhesion and viscoelasticity will also change, as well as its performance at the high and low temperatures, fatigue durability, and ductility. Thus, the app...When the filler-bitumen ratio of asphalt mortar changes, its adhesion and viscoelasticity will also change, as well as its performance at the high and low temperatures, fatigue durability, and ductility. Thus, the appropriate fillerbitumen ratio directly affects the asphalt mortar＇s performance. This paper tested the physical indexes of the No. 70 matrix asphalt mortar modified by additive Sasobit （SB） and Sasowam （SW） through dynamic shear rheometer and bending beam rheometer under different temperature conditions, and comprehensively analyzed the high-temperature anti-rutting and fatigue performance, low-temperature crack resistance performance, and ductility of asphalt mortar. The results show that ore powder not only can increase the antirutting factor but also can increase the aging resistance of asphalt. SB has better performances than SW at high temperatures. As for the filler-bitumen ratio of asphalt mortar with additive SB, the recommended value is between 0.8 and 1.2, and the value may be a little larger for that with SW.展开更多
采用T-F(Tests and finite element analysis)方法,通过小尺寸圆环试样单轴压缩试验,引入单轴本构关系模型进行有限元迭代计算使得模拟计算的试样变形与圆环试样压缩实验结果满足一致性,进而得到材料单轴弹塑性本构关系参数。研究表明,...采用T-F(Tests and finite element analysis)方法,通过小尺寸圆环试样单轴压缩试验,引入单轴本构关系模型进行有限元迭代计算使得模拟计算的试样变形与圆环试样压缩实验结果满足一致性,进而得到材料单轴弹塑性本构关系参数。研究表明,对不同厚度的304不锈钢圆环,应用T-F方法获得的材料本构关系与单轴拉伸试验结果吻合较好。基于小尺寸材料的T-F方法在获取小尺寸构件的力学性能方面有良好的工程应用前景。展开更多
文摘When the filler-bitumen ratio of asphalt mortar changes, its adhesion and viscoelasticity will also change, as well as its performance at the high and low temperatures, fatigue durability, and ductility. Thus, the appropriate fillerbitumen ratio directly affects the asphalt mortar＇s performance. This paper tested the physical indexes of the No. 70 matrix asphalt mortar modified by additive Sasobit （SB） and Sasowam （SW） through dynamic shear rheometer and bending beam rheometer under different temperature conditions, and comprehensively analyzed the high-temperature anti-rutting and fatigue performance, low-temperature crack resistance performance, and ductility of asphalt mortar. The results show that ore powder not only can increase the antirutting factor but also can increase the aging resistance of asphalt. SB has better performances than SW at high temperatures. As for the filler-bitumen ratio of asphalt mortar with additive SB, the recommended value is between 0.8 and 1.2, and the value may be a little larger for that with SW.
文摘采用T-F(Tests and finite element analysis)方法,通过小尺寸圆环试样单轴压缩试验,引入单轴本构关系模型进行有限元迭代计算使得模拟计算的试样变形与圆环试样压缩实验结果满足一致性,进而得到材料单轴弹塑性本构关系参数。研究表明,对不同厚度的304不锈钢圆环,应用T-F方法获得的材料本构关系与单轴拉伸试验结果吻合较好。基于小尺寸材料的T-F方法在获取小尺寸构件的力学性能方面有良好的工程应用前景。
