Chinese translation for "受拉钢筋"
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- tensile bar
tensile reinforcement
tension reinforcement
tensioned wires
Related Translations:
弯曲钢筋: bent barbent up barmoment reinforcement 钢筋应力: reinforcement stre esreinforcement stresses 钢筋切断: bar cuttingcutting of bars 双向钢筋: two way reinforcedtwo way reinforcementtwo-way concrete slabtwo-way reinforcement 方钢筋: square barsquare steel bar 支撑钢筋: bearing barbearingbar
- Example Sentences:
| 1. | Non uniformly distributed strain coefficient of longitudinal tensile reinforcement
纵向受拉钢筋应变不均匀系数 | | 2. | A study of limiting values for minimal ratio of longitudinal tensile reinforcement in non - seismic reinforced concrete beams
非抗震梁受拉钢筋最小配筋率取值分析与建议 | | 3. | Simple methods of calculating the section area of the vertically - pulled steel in the bending member on the rectangle section of steel concrete
钢筋混凝土矩形截面受弯构件纵向受拉钢筋截面面积的简便计算方法 | | 4. | 9 pieces of rc test beams were fabricated , the fbg sensors and strain gauges were mounted in the tensile steel , compress concrete and cfrp of the tested beams
制备9根rc试验梁,将fbg传感器与电阻应变片同时预置于实验梁内(受拉钢筋、压区混凝土及碳纤维复合材料中) 。 | | 5. | At first , the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method , and the values of yield load and ultimate load agree with the test result better , and the curve of bending moment - curvature , bending moment - deflection can agree with the results . the second , the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ) . it is applicable to both singly and doubly reinforced rectangular sections , as well as flanged sections
首先利用钢筋混凝土非线性平衡试算法对天津大学试验进行了理论分析，所得分析值与试验结果相比，加固梁的屈服荷载、极限荷载能够很好地吻合，弯矩曲率关系曲线及弯矩挠度关系曲线较为吻合；其次，为了满足实际工程的需要，根据碳纤维布加固构件可能发生的三种破坏形态(压区混凝土压碎破坏、碳纤维布拉断破坏以及受拉钢筋尚未屈服时压区混凝土已压碎破坏) ，区别三种钢筋混凝土构件截面形式(单筋矩形截面、双筋矩形截面、 t形截面) ，分别给出了碳纤维布加固混凝土构件抗弯承载力的简化计算公式和适用条件，并进一步探讨了这三种截面形式下进行加固设计和复核的步骤。 | | 6. | According to the test results of 15 large size specimens of sfrc four - pile caps , crack status , the midpoint flexibility of pile caps bottom , concrete strain side and steel strain bottom are observed , and primary influencing factors of sfrc four - pile caps are analyzed by changing bulk factor , effective thickness , quantity of distributed steel and steel laying mode
依据15个大尺度钢纤维混凝土四桩承台试件的试验情况，通过改变钢纤维体积率、承台有效厚度、配筋量及配筋方式，观察和记录了桩承台裂缝开展与分布、承台底部中点挠度、侧边混凝土应变和底部受拉钢筋应变，分析了影响钢纤维混凝土四桩承台承载能力的主要参量。 | | 7. | In this paper , with the available computer method , theauthors have obtained the stress distribution acrosssections of reinforced concrete composite beams under two stages ofloading , and show that the stress redistribution under two stages ofloading results in a reduction of stress discrepancy in thetensile steel and of strain discrepency in the compressed concrete between thecomposite beam and the corresponding casting beam
本文运用成熟的电算模拟方法,计算得到二阶段受力钢筋砼叠合梁在不同受力阶段的截面应力分布规律及钢筋的应力变化规律,分析得到二阶段受力时钢筋砼叠合梁1的受拉钢筋应力超前、受压区砼应变迟后逐渐缓解的实质为截面应力重分布的结果 | | 8. | Abstract : according to the test results of 15 large size specimens of sfrc four - pile caps , crack status , the midpoint flexibility of pile caps bottom , concrete strain side and steel strain bottom are observed , and primary influencing factors of sfrc four - pile caps are analyzed by changing bulk factor , effective thickness , quantity of distributed steel and steel laying mode
文摘:依据15个大尺度钢纤维混凝土四桩承台试件的试验情况，通过改变钢纤维体积率、承台有效厚度、配筋量及配筋方式，观察和记录了桩承台裂缝开展与分布、承台底部中点挠度、侧边混凝土应变和底部受拉钢筋应变，分析了影响钢纤维混凝土四桩承台承载能力的主要参量。 |
- Similar Words：
- "受拉段" Chinese translation, "受拉多边形" Chinese translation, "受拉杆件" Chinese translation, "受拉杆件, 受拉构件" Chinese translation, "受拉杆件[构件" Chinese translation, "受拉钢丝" Chinese translation, "受拉构件" Chinese translation, "受拉轨迹线" Chinese translation, "受拉焊缝" Chinese translation, "受拉滑轮" Chinese translation
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