compressive bar中文是什么意思

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中文翻译
造句

压杆

compressive adj. 有压力的，压缩的，压榨的。 adv. -ly ...
bar n. 1.棒，杆，条；棒状物。 2.横木，闩。 3.栅栏 ...
compressive bending bar 压弯杆
compressive adj. 有压力的，压缩的，压榨的。 adv. -ly ,-ness n.
compressive arc 间接压缩电弧; 压缩电弧
compressive belt 挤压带
compressive bucking 压缩轴向弯曲
compressive buckling 加压成型法
compressive capacity 受压承载能力
compressive category 必须安置类别
compressive chamber 压缩室
compressive cleavage 压解理
compressive creep 压缩蠕变
compressive crimping 压缩卷曲
compressive curvature 使气流压缩的曲线段; 压缩曲变
compressive deflection 压缩挠曲
compressive deformation 压变形; 压缩变形; 压缩形变
compressive disturbance 压缩扰动
compressive failure 压缩破裂; 压缩塌毁；压缩毁坏
compressive flange 受压翼缘
compressive flow 压缩流
compressive fold 挤压褶皱
compressive force 压的; 压缩力
compressive fracture 挤压裂隙
compressive layer 压缩层

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例句与用法

Reliability - based robust design of compressive bar
压杆稳定可靠性稳健设计
Stable reliability - based sensitivity design of compressive bar
压杆稳定可靠性灵敏度设计
Dynamic compressive properties of fs were tested using split hopkison compressive bar
使用霍普金森压杆测试了泡沫铝试样的动态压缩性能。
Based on stable reliability - based design theory and sensitivity analysis method , research on stable reliability - based sensitivity design for compressive bar is carried out and a numerical method for reliability based sensitivity design is presented
摘要在稳定可靠性设计理论与灵敏度分析方法的基础上，研究了压杆稳定可靠性灵敏度设计问题。
The changing rules of reliability sensitivity are obtained and the effects of design parameters on reliability for compressive bar are studied , which provides theoretic basis for reliability design for compressive bar
提出了稳定可靠性灵敏度设计的计算方法，给出了压杆可靠性灵敏度的变化规律，研究了设计参数的改变对压杆稳定可靠性的影响，为压杆稳定可靠性设计提供了理论依据。
Here the hsc of sompa is achieved through adding super - effective water reducer , fined slag and silicon fume , and decreasing the water / cement ratio . by varying the area ( spacing ) of tension bars , compressive bars , vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending , so that its ductility be greater than 5 . with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete
通过变化受拉筋含筋率和受压筋、箍筋(钩筋、分布筋)含量，或掺加纤维使之成为钢纤维高强混凝土( sfrhsc )和聚丙烯纤维高强混凝土( pfrhsc ) ，对高强混凝土双筋截面梁、板的受弯性能进行了试验研究，试图改善高强混凝土受弯构件的延性，使其延性比大于5 ；并在相同配筋情况下，通过变化截面宽度，研究了高强混凝土受弯构件的宽高比对压区混凝土极限应变的影响；并对试验构件的裂缝发展情况进行了观测。
The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars , vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored , so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering
研究表明：本文研究的梁、板构件的延性比远大于5 ；增加箍筋(钩筋、分布筋)含量，可以提高压区混凝土剥落时的挠度；在适当的受压筋、箍筋(钩筋、分布筋)含量下，可以忽略压区混凝土剥落瞬间的承载力下降，从而大大提高构件的延性；受弯构件的宽高比对压区混凝土极限应变的影响不明显；受弯构件的裂缝间距受箍筋(钩筋、分布筋)的布置影响；文中所用的承载力和变形计算方法是可行的。化爆试验表明，高强混凝土构件的动载抗弯性能能够满足防护结构的要求。