Recent results from Handan, China show that the total oxygen content in a thin slab using EMBR is comparable with that of a conventional vertical bending slab without EMBR.
中国邯钢最新的结果显示，使用电磁制动后薄板坯总的含氧量可以同常规直弯式板坯媲美。
This paper deals with the mechanical behaviors of steel-concrete composite beam and effective width of concrete slab on the axial force and the bending moment together function, based on the past job.
本文在总结前人工作的基础上，对结合梁斜拉桥中在轴力和弯矩共同作用下的钢—混凝土组合梁截面受力状态和混凝土桥面板有效宽度进行研究。
Airport cement concrete pavement structural parameters include slab thickness, concrete bending strength elastic modulus and foundation reaction module.
机场水泥混凝土道面结构参数包括板厚、混凝土弯拉强度和弯拉弹性模量、地基反应模量。
The plastic deformation of the slab being pressed by sizing press(SP) is expounded, and the bending of the slab end is theoretically analyzed as well.
对SP侧压过程中板坯的塑性变形情况，及板坯尾部的失稳弯曲进行了理论分析。
Various bending causes occurred during production of aluminum alloy slab are analyzed combined with the actual situation of using vertical well to cast 3003, 1100 aluminum alloy slab in certain plant.
结合某厂竖井铸造生产3003、1100等铝合金扁锭的实际情况，对铝合金扁锭生产过程中出现弯曲现象的各种原因进行分析，提出了合理的预防及控制措施。
The carrying capacity of a reinforced concrete slab under concentrated load depends on its bending strength and punching strength.
集中力作用下钢筋砼板的承载力取决于板的抗弯强度与冲切强度。
The medial and lateral curvature of larger width curved girder bridge is much different, as well as the influence of the medial and lateral bending stress is very large of curved slab girder bridge.
宽度较大的曲线桥梁的内外侧曲率就相差较大，对 曲线梁板桥内外侧的弯曲应力影响也非常大。
The results show that outer side of the slab at bending transition zone and inner side of the slab at straightening zone have maximum equivalent stress.
结果表明弯曲过渡段外弧前部和矫直段内弧后部等效应力值在各自区域内最大。
When the frame beam works under torsional moment, extra bending moment is to be produced in the reinforce slab because the frame beam and the reinforce slab work together.
由于现浇框架梁板共同工作，当梁受扭时，板中必然产生附加弯距，同时板也约束了梁的转动。
To general problem of the slab head bending in rolling, the effect of geometric shape coefficient of the deformation zone and entry Angle on head bending is researched.
本文针对中厚板轧制过程中因头部翘曲而影响产品质量和产量这一生产中普遍存在的问题，研究了变形区几何形状系数和送入角变化对轧件头部翘曲的影响。
Experimental results show that the anti-symmetrical deformation is the essential reason resulted in the slab head bending in rolling.
实验结果表明，非对称变形是轧件头部翘曲的根本原因。
The spline finite point method for bending analysis of thin slab is introduced in the paper.
采用样条有限点法和截面内力塑性系数法对薄壁曲线箱梁的弹塑性问题进行了求解。
The spline finite point method for bending analysis of thin slab is introduced in the paper.
采用样条有限点法和截面内力塑性系数法对薄壁曲线箱梁的弹塑性问题进行了求解。
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