deformed bar中文是什么意思
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用"deformed bar"造句"deformed bar"怎么读"deformed bar" in a sentence
中文翻译手机版
- 变形钢筋
- 螺纹钢筋
- 异形棒钢
- 异形钢筋混凝土
- 周期断面钢筋
- 竹节钢筋
- "deform"中文翻译 vt. 1.使变丑,毁伤…的形体,使成畸形。 2.【物理 ...
- "bar"中文翻译 n. 1.棒,杆,条;棒状物。 2.横木,闩。 3.栅栏 ...
- "cold rolled deformed bar" 中文翻译 : 冷轧螺纹钢筋
- "cold worked deformed bar" 中文翻译 : 冷加工异形钢筋
- "cold-rolled deformed bar" 中文翻译 : 冷轧带肋钢筋
- "deformed reinforcing bar" 中文翻译 : 异形钢筋
- "deformed round steel bar" 中文翻译 : 圆竹节钢筋
- "deformed steel bar" 中文翻译 : 变形钢筋; 螺纹钢筋; 螺纹钢条; 异形钢筋; 周期断面钢材
- "deformed tie-bar" 中文翻译 : 变形拉杆
- "grout anchored deformed bar" 中文翻译 : 灌浆锚定的螺纹钢杆
- "high-strength deformed bar" 中文翻译 : 高强异形钢筋
- "high-tensile deformed bar" 中文翻译 : 高强异形钢筋
- "hot-rolled deformed bar" 中文翻译 : 热轧带肋钢筋; 热轧异形钢筋
- "spirally deformed steel bar" 中文翻译 : 螺纹钢筋
- "steel deformed round bar" 中文翻译 : 螺纹圆钢条
- "twisted deformed bar" 中文翻译 : 扭转变形钢筋
- "cold worked deformed steel bar" 中文翻译 : 冷加工异形钢筋
- "high strength deformed steel bar" 中文翻译 : 钢筋混凝土用变形钢筋
- "high tensile deformed steel bar" 中文翻译 : 高拉力异形钢筋
- "hot-rolled deformed steel bar" 中文翻译 : 热轧异形钢筋
- "high te ile deformed steel bar" 中文翻译 : 高拉力异形钢筋
- "deformed" 中文翻译 : 变态象; 变形的; 不成形的; 畸形的, 残废的, 丑陋的; 异形的
- "basket deformed" 中文翻译 : 筐变形
- "bent, deformed" 中文翻译 : 弯曲
- "carton deformed" 中文翻译 : 箱变形
例句与用法
- The bond strength between corroded deformed bars and concrete is studied
对锈蚀变形钢筋与混凝土之间的粘结力进行了研究。 - Methods and acceptance criteria of ultrasonic examination for gas pressure welds of reinforcing deformed bars
变形钢筋加压气焊接超声波检验合格标准和方法 - According to the geometrical characteristics of the surface on the deformed bars , considering the interfacial properties of the corrosion reinforcement and concrete , such as the microscopic mechanics model of corroded reinforcement ribs , the deterioration of ribs on the bearing surface of the deformed bars after corrosion and the effect of corrosion products of corrosion reinforced bar on the bond strength , and analyzing the distribution and interaction of the forces on the surface of the corrosion reinforcement and concrete , the calculation expressions of the bond strength between corroded deformed bars and concrete with and without transverse steel are established
从变形钢筋的表面几何特征出发,考虑了钢筋锈蚀后钢筋与混凝土接触面的特征,例如钢筋横肋在锈蚀状态下的细观力学模型,钢筋锈蚀后钢筋横肋高度的变化和锈蚀产物的生成对粘结力的影响。通过分析接触面上各种力的分布形式及相互关系,建立了有横向钢筋和无横向钢筋约束作用下,钢筋与混凝土之间粘结力的计算表达式,且与相关文献的结果进行了比较。 - Abstract : it is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed
文摘:在较小截面内单根排列钢筋比较困难,国外规范大都采用并筋解决,但对并筋后对承载力的影响未作明确规定,我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验,分析并筋对梁的受弯承载力的影响,试验采用三分点加载,结果表明,与对照梁相比,并筋梁的受弯承载力有所降低,降幅在10 % 15 %之间,通过统计分析,给出了并筋梁受弯承载力的建议公式,并对建议公式进行了可靠度分析 - It is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed
在较小截面内单根排列钢筋比较困难,国外规范大都采用并筋解决,但对并筋后对承载力的影响未作明确规定,我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验,分析并筋对梁的受弯承载力的影响,试验采用三分点加载,结果表明,与对照梁相比,并筋梁的受弯承载力有所降低,降幅在10 % 15 %之间,通过统计分析,给出了并筋梁受弯承载力的建议公式,并对建议公式进行了可靠度分析
其他语种
相关词汇
deform 中文, deformed cocoon 中文, deformed pipe 中文, deforming region 中文, patch deform 中文, deforming force 中文, deformed nucleus 中文, deformed foot 中文, deforming agent 中文, deformatter 中文, deformed 中文, deformed area 中文, deformed arthritis 中文, deformed ball diameter 中文, deformed bars 中文, deformed belt 中文, deformed channel steel 中文, deformed concrete caisson 中文,
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