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1)  steel stress
钢筋应力
1.
Analysis and test of steel stress of concrete beam during curing period;
养护期内钢筋混凝土梁钢筋应力的测试与分析
2.
In this paper,the steel stressof a special skew frame structure i5 studied with measuringmethod in situ.
对基特斜框架结构作了钢筋应力测试研究,获得了有价值的数据,并得出了一些看法。
2)  steel bar stress
钢筋应力
1.
An engineering case is taken as an example to analyze all factors and extents affecting the large calculating stress of steel bar stress in foundation slab in detail.
结合工程实例,对影响基础底板钢筋应力计算值偏大的各种因素及影响程度进行了分析,指出现有计算方法的不足并提出了一些改进建议。
2.
Analysis on testing data of deep horizontal displacementand steel bar stress of soil-nailing support work demonstrates that thehorizontal displacement of foundation pit increases with the extension ofconstruction time, and the maximum tension is associated with potentialsliding tendency of side slope while the end of soil-nail at lower row insoft soil foundation bears heavier load.
对土钉支护的深层水平位移和钢筋应力测试数据的分析表明:基坑水平位移随施工日期的延续而增加,土钉最大拉力与边坡的内在滑动趋势有关,软土地基中下排土钉端部受力较大。
3)  reinforcement stress
钢筋应力
1.
The reinforcement strain,crack width,crack width-load and reinforcement stress-load relationship at various load levels are measured and the development of crack is monitored.
对大偏心受压、受弯、大偏心受拉、小偏心受拉和轴心受拉圆形截面钢筋混凝土试件进行了试验,测定了不同荷载下的钢筋应变、裂缝宽度、裂缝宽度-荷载曲线和钢筋应力-荷载曲线,研究了各种试件的裂缝发展规律。
4)  reinforcement stresses
钢筋应力
1.
Based on filed measured date and calculated result about the internal force of the anchor piles retaining structure in Handan,the reinforcement stresses and moments of the piles along with the excavation of the deep pit are studied in this paper.
通过对邯郸某深基坑桩锚式支护结构桩身内力的计算与现场实测,研究分析了深基坑开挖过程中桩身钢筋应力及弯矩的分布和变化规律。
5)  prestressed steel
预应力钢筋
1.
The change method of prestressed steel isn t described basically in specialized works.
通过对预应力混凝土受弯构件的受力分析 ,提出了预应力混凝土受弯构件中预应力钢筋代换的基本方法。
2.
The laws of variation of mechanical behaviors with the temperature are investigated for prestressed steel and non_prestressed steel.
通过对21根Φ16月牙纹钢筋、45根12及8光圆钢筋、24根s5高强碳素钢丝高温下的力学性能试验,研究了预应力钢筋和非预应力钢筋的力学性能在高温下的变化规律。
6)  Prestressed reinforcement
预应力钢筋
1.
In bonded prestressed concrete beam,the depth of compression is not only related to the ratio of tension reinforcement,but also is related to the kinds and schemes of prestressed reinforcement and common reinforcement and the lever of stress of the prestressed reinforcement.
而在有粘结预应力砼梁中,受压区高度不仅跟受拉钢筋的配筋率有关,还跟预应力钢筋、非预应力钢筋的品种和匹配、以及预应力钢筋初始应力水平等因素有关。
2.
If the prestressed reinforcement is arranged in certain cylindrical surface, the formula can be simplified peatly and the equivalent load can be expressed by the geometric property of curve of the reinforement along the developed cylindrical surface.
如果预应力钢筋置于某个圆柱面内,则不但公式大为简化,而且可用圆柱展开面上钢筋曲线的几何特性表达等代荷载。
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条