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1)  Zero-span tension
零间距拉伸
2)  zero-span tensile test
零距拉伸
3)  interlaminar tension
层间拉伸
4)  indirect tension
间接拉伸
1.
On the basis of the GPM testing mode and by taking into account the effects of the biaxial plane stress assumption and the specimen surface bulging,the dynamic modulus of indirect tension is determined accor-ding to the corrected strain and stress.
基于间接拉伸试验模式,采用目前我国常用的两种沥青混合料,研究沥青混合料间接拉伸动态模量的分析和测定方法。
2.
Based on the indirect tension test mode,the dynamic moduli of five kinds of asphalt mixture commonly used in China were measured by using the gage-point-mounted measuring system.
采用目前我国常用的5种沥青混合料,在间接拉伸试验模式下,用标点装配模式测量系统,准确测定沥青混合料的动态模量;根据时-温转换原则,建立了参考温度为20℃的动态模量及相位角主曲线;对2种试验模式下的5种沥青混合料的动态模量及相位角主曲线的进行了比较分析,得出2种动态模量值之间转化的拟合公式。
5)  time-stretching
时间拉伸
6)  the interspaces between expanded joints
伸缩缝间距
1.
In this article,the technolgy of cracking control of the ferro concrete happened on the longer wall in a basement,which is poured continuously,by the formula of the interspaces between expanded joints of the continuous concrete structure,is studded,and several engineering examples analyzed.
本文探讨应用混凝土连续结构的伸缩缝间距计算公式对地下室钢筋混凝土长墙在一次连续浇筑过程中进行裂缝控制的技术 ,并就数个工程实例进行成果分析。
补充资料:零息票债券;零券息债券
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