部分粘结,partially-bonded英语短句,例句大全

部分粘结,partially-bonded
1)partially-bonded部分粘结
1.The new concept of"partially-bonded"was proposed for the first time in China.在国内首次提出了"部分粘结"的新概念,进行了9根部分预应力部分粘结的碳纤维塑料筋(CFRP筋)与环氧树脂钢筋混合配筋混凝土梁的静载试验,对其受力过程、破坏形态、荷载-挠度特性、延性性能、预应力度的影响等进行了分析。

英文短句/例句

1.ABAQUS FEM ANALYSIS ON PARTIALLY BONDED AND PRESTRESSED CONCRETE BEAMS基于ABAQUS的部分粘结预应力混凝土梁有限元分析
2.Study on the Lateral Load Experiment of Part-bonding Prestressed Uplift Pile and Aplication;部分粘结预应力抗拔（浮）桩的试验研究及应用
3.EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIORS OF PARTIALLY-PRESTRESSED AND PARTIALLY-BONDED CONCRETE BEAM REINFORCED WITH CFRP BARS部分预应力部分粘结CFRP筋预应力混凝土梁受弯性能的试验研究
4.The act or process of agglutinating;adhesion of distinct parts.粘结；胶合粘结的行为或过程；独立部分的粘结
5.Furthermore, a portion of space is filled with clay and cementing material.而且，部分孔隙被粘土和胶结物质填充。
6.Once the bond has been broken, the individual particles become a part of the noncohesive population.一旦粘结破裂，单个的颗粒就变成非粘性总体的一部分。
7.capable of holding together or cohering; as particles in a mass.能够结合在一起或者粘着；作为整体中的部分。
8.CONSTRUCTION QUALITY CONTROL OF ADHESIVE PART PRESTRESSED CONCRETE有粘结部分预应力混凝土的施工质量控制
9.Calculation of deformation for unbonded partially prestressed concrete (PPC) beams with high strength concrete无粘结部分预应力高强混凝土梁变形计算
10.Experimental Study on Fatigue Behavior of Retard-bonded Partially Prestressed Concrete Beams;缓粘结部分预应力混凝土梁疲劳性能试验研究
11.Mechanics Analysis of Nonlocal Elastic and Viscoelastic Structural Element;非局部弹性和粘弹性结构元件的力学分析
12.Research on Reinforced Concrete Beams with Localised Unbonding;局部无粘结钢筋混凝土梁抗弯性能分析研究
13.Static Analysis of Unbonded Partially Prestressed Reinforced Concrete (PPC) Beam-Column Connection Behavior;无粘结部分预应力砼梁柱节点的受力性能研究
14.Calculation of Closed Bending Moments for Unbonded Partially Prestressed Concrete (PPC) Beams with High Strength Concrete;无粘结部分预应力高强混凝土梁闭合弯矩计算
15.Strength Capacity Analysis of Partially Unbonded RC Beam局部无粘结钢筋混凝土梁的承载力分析
16.Reset performance research review of the unbonded partially prestressed concrete column无粘结部分预应力混凝土柱复位性能研究综述
17.Analysis of bond extremities' interfacial stress of prestressed CFRP laminate after releasing预应力碳纤维片材张放后端部粘结应力分析
18.THE ANALYSIS OF ULTIMATE STRESS INCREMENT FOR PARTIALLY PRESTRESSED WITH UNBONDED TENDONS无粘结部分预应力筋极限应力增量评析

相关短句/例句

partially debonded部分无粘结
3)partial shear connection method部分剪切粘结法
1.Two formulae for calculating resistance are respectively educed with both m-k method and partial shear connection method .通过试验和理论两方面对其纵向剪切承载力进行了研究,分别采用m-k法和部分剪切粘结法得到了此类板型的承载力公式,并进行了比较。
4)partially-prestressed and partially-bonded部分预应力部分粘结
1.To improve the bending and ductility behavior of prestressed concrete beams that reinforced with carbon fiber reinforced plastics bars(CFRP), in the light of the special material property of CFRP bar, a new concept, “partially-prestressed and partially-bonded", was first introduced in China.为了改善碳纤维筋(CFRP)预应力混凝土梁的受力及延性性能,针对CFRP筋特殊的材料性能,在国内首次引入了“部分预应力部分粘结”的新概念。
5)unbond partially prestressed concrete structu re后张无粘结部分预应力
6)unbonded partially prestressed无粘结部分预应力
1.Based on the analysis of outside core of unbonded partially prestressed flat beam column joints, this paper proposes a new designed method for such kind of joint core,which is verified by test data.通过对无粘结部分预应力扁梁柱节点外核心区的受力分析 ,提出了一种新的节点外核心区的设计方法 ,设计方法的正确性得到了试验数据的证实 ;通过一个例题 ,比较了所提出的设计方法与规范GBJ1 0— 89设计方法和其它文献提出的设计方法 ,结果表明 ,作者提出的设计方法概念明确 ,计算简单 ,考虑因素全面 ,可供工程设计参考使用。