embedment length meaning in English
埋入长度
埋置长度
嵌入长度
Examples
- In order to determine the relations between the four main bond - anchoring factors - concrete strength , concrete cover thickness , steel shape embedment length and the ratio of the transverse hoops - and the bond strength , and establish the bond - slip constitutive relations , 16 standard push - out test specimens were designed , and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web , inside and outside of flanges the steel shape
设计了16个型钢混凝土标准推出试件，以考察混凝土强度、型钢的混凝土保护层厚度、型钢埋置长度及横向配箍率四个主要锚固条件与粘结强度的相互关系和型钢混凝土粘结滑移本构关系；设计了4个对比试件，以考察型钢翼缘内侧、外侧和腹板与混凝土粘结性能的区别。 - In all these 20 specimens , the embedded electronic steel - concrete slip transfer were respectively embedded on the steel shape webs and inside and outside of the flanges at certain intervals along the embedment length to measure the distributions of the interior slip , and the electronic strain gauges were also installed on the shallow grooves of each steel shape web and flanges at close intervals along the length to measure the distributions of the steel shape web and flanges strain , from which the distributions of bond stress were obtained . with these methods of measuring the distributions of slip and bond stresses , the establishment of the bond - slip constitutive relations were ensured
用力的平衡方程，得到推出试验中型钢混凝土粘结应力的大小及其分布规律;根据钢一混凝土电子滑移传感器的滑移量测结果，分析了沿型钢埋置长度的内部滑移分布规律，并对试验量测的特征滑移值进行了统计回归;根据粘结应力和内部滑移测量结果，得出沿型钢埋置长度方向上各截面的局部粘结应力一滑移关系曲线，建立了局部粘结滑移本构模型叹x )一s仁， ， … ， c ， … c 。 - Based on the overview of former researches on the bond - slip performance between reinforced bar and concrete in rc structures as well as between steel shape and concrete in src structures , a new type of slip transfer named " the embedded electronic steel - concrete slip transfer " ( patent authorization no . zl - 02 - 2 - 61881 . 3 ) was manufactured , by which the interior slip between the steel shape and concrete along the embedment length could be directly measured , the most difficult problem of experimental research was consequently solved
在前期试验方法研究中，设计发明了一种实用新型的内置式钢-混凝土电子滑移传感器(专利授权号： zl - 02 - 2 - 61883 . 3 ) ，基本上实现了型钢与混凝土连接面上内部滑移的测量，解决了型钢混凝土粘结滑移试验研究的一个关键难题；采用组合h型钢的方法测量了型钢翼缘、型钢腹板应变，较好地实现了型钢混凝土粘结应力的测试。 - In this paper , a reasonable and feasible method of test measurement and analysis about the bond - slip properties of src eccentric loading columns was firstly presented . based on the former test of our research group , " the embedded electronic steel - concrete slip transfer " ( patent authorization no . zl - 02 - 2 - 61881 . 3 ) was manufactured and exploited phasely , by which the interior slip between the steel shape and concrete along the embedment length could be directly measured , and the most difficult problem of experimental research was consequently solved . all these provided a basis for the further study on the bond - slip properties of src eccentric loading columns
本文首先提出了一套合理可行的型钢混凝土偏压柱粘结滑移性能的试验测试和研究方案，并在本课题组前期试验研究的基础上，研制了内置式钢?混凝土电子滑移传感器(专利授权号： zl - 02 - 2 - 61883 . 3 ) ，并进行了阶段性地研究开发，从而解决了型钢与混凝土连接面上滑移难以准确测量的关键问题，为进一步研究src偏压柱的粘结滑移性能奠定了基础。