bar stress的例句大全

Two sets of Belleville springs maintain a minimum permanent packing stress of 4,000 psi ( 275 bar ).

两套盘型弹簧保持4,000psi ( bar ) 最小的永久性包压应力.

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A few applications of crack technique in stress bar severing are introduced in this paper.

介绍了裂纹技术在应力下料中的几种应用.

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The Theoretic Root to Bond Stress Between Reinforced Bar and Concrete and its Application

钢筋锚固段粘结应力的理论解及其应用

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Tests and research on distribution of bond stress between bar and mortar

砌块专用砂浆与钢筋的粘结应力分布的试验研究

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Curve fitting method of bond stress distribution in steel bar pullout test

钢筋拉拔试验中粘结应力分布的曲线拟合

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Through experimental and FEM analysis, the stress state in the side area of the steel beam and bonding behavior between concrete and embedded jumbo size steel bar are studied.

通过试验和有限元分析，研究了钢梁端部的受力状态以及埋设在混凝土剪力墙内的大尺寸方钢与混凝土之间的粘结性能，验证了使用荷载下连接节点系统的可靠性。

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Study on calculating model of bond stress between reinforcing bar and concrete

钢筋与混凝土粘结应力计算模式的研究

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Shearing Stress Problem of Variable Section Round Bar in Axial Tension and Compress

变截面圆杆轴向拉压时的剪应力分析

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Analysis of stability of perfect straight elastic bar under axial stress waves

轴向应力波作用下完善弹性直杆的稳定性分析

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This formula gives a theoretical basis for the calculation of applied load in bar stress severing method.

该公式为应力断料时的预荷力计算提供了理论依据。

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The program also parts of post-process functions including the random distribution of steel fibers in concrete matrix, structure shape map, discrete structure mesh map, structure displacement map, cracking map, stress map of steel bar.

程序也实现了部分后处理功能，包括钢纤维在混凝土基体中的随机分布、结构网格划分图、裂缝开展图和钢筋应力图等。

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The bottom chord of the truss is used by pre-stress steel bar.

主楼和裙房间采用大跨鱼腹桁架，桁架下弦采用高强度预应力钢棒。

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Considering the three of the most disadvantageous combinations in finished phase, the stress, the internal force and deformation of main components, like Y form, arch, tied bar and suspender, are computed, proving that the structure meet the demand of criterion.

在使用阶段，考虑三种最不利组合，计算了主要构件Y构、拱肋、系杆、吊杆的应力、内力及变形，验证了结构在正常使用阶段满足规范要求；

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Liquefaction of sand under bi-directional cyclic loading CALCULATION OF SHEARING STRESS FOR AXIAL DRAWING OF TRANSFORM SECTION BAR

饱和松砂的双向耦合剪切特性试验研究变截面直杆轴向拉伸时的剪应力计算

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Calculation of shearing stress for axial drawing of transform section bar

变截面直杆轴向拉伸时的剪应力计算

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Metal bar wound be fractured under the rotating-bending fatigue alternating stress.

金属棒料在旋弯交变应力作用下会发生疲劳断裂.

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This paper also introduces the stress losses of post-bar and deflections of beams before and anchorage.

文中还介绍了双预应力混凝土梁变形的特点和有关预应力损失问题.

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