R T model is inaccurate for predicting void growth in a smooth tensile bar.
模型对光滑拉伸试件中孔洞长大的预测是不够准确的。
The influence of the configuration deviation of the test tensile bar on the accuracy of test results was analyzed.
分析了抗拉试棒形状误差对测试结果准确性的影响。
The main parameters considered are height of the cable truss, area of cross section of tensile bar, pre-tension of tensile bar and thickness of glass panel.
通过有限元程序对点支式玻璃幕墙索桁架支承体系中索桁架结构高度、拉杆截面积、拉杆预拉力和玻璃面板厚度对其受力性能的影响进行了研究。
Round bar tensile tests of LF2, LF21, LD5, LD10 aluminum alloys have been carried out in this investigation.
本文对LF2、LF21、LD5和LD10四种铝合金圆棒单轴拉伸时的形变和断裂过程进行了研究。
In this system, the steel wires and steel bars are the main parts that bear the tensile force, the stress in the district above the dragging bar is low.
在拉杆拱体系中，梁底预应力筋和非预应力筋成为主要的受拉部分，拉杆上方成为低应力区。
Uniaxial direct tensile experiments were carried out to obtain tensile strength of self stressing concrete reinforced with steel bar and fiber.
通过直接拉伸试验，测量了配筋钢纤维自应力混凝土的抗拉强度。
As a result, it is understood that placing steel bar in the tensile area will improve the ultimate bearing capacity of the RCFT beam, and shear failure of filled concrete will be avoided.
结果表明，在梁的受拉区配筋可以提高梁的极限承载力，并且可以避免核心混凝土的剪切破坏。
This paper studies the tensile properties of stripe and round bar specimens for high grade(API X65~X70) spiral submerged-arc welding(SSAW) steel pipes.
通过试验研究了X65、X70级螺旋埋弧焊钢管不同拉伸试样——板状试样和圆棒试样的拉伸性能。
This paper introduced the basic concept of uncertain degree and its mathematics model, and evaluated uncertain degree in tensile strength measure of reinforcing steel bar in material mechanics.
介绍不确定度的基本概念和数学模型，并对材料力学性能测试中常见的钢筋抗拉强度检测中的不确定度进行了简要的分析和评定。
The greater is the continuous bar area, the greater is the restraining tensile force.
穿越后浇带的连续钢筋面积越大，则约束拉力越大；
The ultimate tensile strength and elongation of extrusion bar after forging process was much higher than that of the direct extrusion bar.
先锻后挤工艺棒材最终抗拉强度和断后延伸率高于直接挤压棒材。
The calculation shows that axial and bending tensile safeties are obviously insufficient, so the problem of arranging the longitudinal reinforcing steel bar should be fully considered.
结果表明，南京长江隧道横向平面内的抗拉和抗剪安全度足够，纵向和弯曲情况下的抗剪安全度足够，抗拉可靠度明显不足，设计中应充分考虑纵向配筋问题。
The advice that no further adjusting tensile force of tied bar and hanger rod is needed to putted forward based on the finished structure.
针对最终的成桥结构，提出了不再进一步调整吊杆和系杆力的建议。
The advice that no further adjusting tensile force of tied bar and hanger rod is needed to putted forward based on the finished structure.
针对最终的成桥结构，提出了不再进一步调整吊杆和系杆力的建议。
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