基于青海盐渍土地区埋地钢筋混凝土板现场模型试验,研究了考虑温度影响的盐渍土盐胀作用下钢筋混凝土板内及其表面的应力变化规律,并将其定义为“盐胀应力”。利用钢筋混凝土板内外应变监测结果,通过理论分析得出盐胀应力计算公式。基于...基于青海盐渍土地区埋地钢筋混凝土板现场模型试验,研究了考虑温度影响的盐渍土盐胀作用下钢筋混凝土板内及其表面的应力变化规律,并将其定义为“盐胀应力”。利用钢筋混凝土板内外应变监测结果,通过理论分析得出盐胀应力计算公式。基于Sum of sine函数模型将1年周期内盐胀应力的变化过程以及相对应的盐胀作用划分为发展阶段、稳定阶段、下降阶段3个阶段。其中发展阶段为每年10月至次年2月,温度变化范围为0~10℃,在该温度范围内,随着温度降低,盐胀应力不断增加,说明盐胀现象愈为强烈。对青海盐渍土地区的埋地结构物设计提出了建议,以期最大程度地减少盐渍土对埋地结构物的破坏。展开更多
1.0wt.% carbon nanotube （CNT） reinforced 2024Al matrix composite was fabricated by cold isostatic press and subsequent hot extrusion techniques. The mechanical properties of the composite were measured by a tensile ...1.0wt.% carbon nanotube （CNT） reinforced 2024Al matrix composite was fabricated by cold isostatic press and subsequent hot extrusion techniques. The mechanical properties of the composite were measured by a tensile test. Mean-while,the fracture surfaces were examined using field emission scanning electron microscopy. The experimental results show that CNTs are dispersed homogeneously in the composite and that the interfaces of the Al matrix and the CNT bond well. Although the tensile strength and the Young’s modulus of the composite are enhanced markedly,the elongation does not decrease when compared with the matrix material fabricated under the same process. The reasons for the increments may be the extraordinary mechanical properties of CNTs,and the bridging and pulling-out role of CNTs in the Al matrix composite.展开更多
文摘基于青海盐渍土地区埋地钢筋混凝土板现场模型试验,研究了考虑温度影响的盐渍土盐胀作用下钢筋混凝土板内及其表面的应力变化规律,并将其定义为“盐胀应力”。利用钢筋混凝土板内外应变监测结果,通过理论分析得出盐胀应力计算公式。基于Sum of sine函数模型将1年周期内盐胀应力的变化过程以及相对应的盐胀作用划分为发展阶段、稳定阶段、下降阶段3个阶段。其中发展阶段为每年10月至次年2月,温度变化范围为0~10℃,在该温度范围内,随着温度降低,盐胀应力不断增加,说明盐胀现象愈为强烈。对青海盐渍土地区的埋地结构物设计提出了建议,以期最大程度地减少盐渍土对埋地结构物的破坏。
文摘1.0wt.% carbon nanotube （CNT） reinforced 2024Al matrix composite was fabricated by cold isostatic press and subsequent hot extrusion techniques. The mechanical properties of the composite were measured by a tensile test. Mean-while,the fracture surfaces were examined using field emission scanning electron microscopy. The experimental results show that CNTs are dispersed homogeneously in the composite and that the interfaces of the Al matrix and the CNT bond well. Although the tensile strength and the Young’s modulus of the composite are enhanced markedly,the elongation does not decrease when compared with the matrix material fabricated under the same process. The reasons for the increments may be the extraordinary mechanical properties of CNTs,and the bridging and pulling-out role of CNTs in the Al matrix composite.
