片语

ultimate bearing stress极限支承应力

ultimate failure stress临界失效应力

ultimate e stress极限应力

ultimate exceptional stress极限特殊应力

ultimate shear stress极限剪应力

ultimate compressive stress终极抗压应力

ultimate bond stress极限粘结强度

maximum stress[力] 最大应力

ultimate tension stress极限抗张强度

limiting stress极限应力

ultimate deviator stress strength极限偏应力强度

英汉例句

• For rectangular columns sufficiently confined with external FRP, the improvement of ultimate stress and stain is related to the amount of FRP and the shape and characteristics of the cross-section.

  混凝土矩形柱在FRP侧向强约束作用下，极限应力、极限应变的提高系数与FRP的包裹量及截面形状、特征有关。

• The collagen protein level of acellular vascular matrix was evaluated, the elongation ratio and ultimate stress were assayed as well.

  测定脱细胞血管基质中胶原蛋白含量，检测血管脱细胞血管基质的伸长比、极限应力。

• The formula for calculating the ultimate stress of unbonded post tensioning tendons and the calculating method of ultimate flexural strength of UPPC beam Bridges are proposed.

  在此基础上给出了无粘结预应力筋极限应力计算公式和UPPC梁正截面抗弯强度计算方法。

• When the area of the two is different, horizontal strengthened bars are affected by inclined bars and inclined bars also change ultimate stress themselves.

  当两者面积不同时，斜筋对水平筋极限应力的影响较大，且斜筋自身的极限应力也会变化。

• The key to calculate the ultimate flexural strength of unbonded partially prestressed concrete (UPPC) beam Bridges is how to determine the ultimate stress of unbonded post tensioning tendons.

  无粘结部分预应力混凝土(UPPC)梁桥抗弯强度计算的关键，是如何确定无粘结预应力筋的极限应力。

• According to the present formula, this article mainly analysis the different simplified formula to the ultimate stress of external prestressing tendon on the base of theoretical analysis.

  根据现有的国内外公式，在理论分析的基础上对既有的多组体外预应力筋极限应力简化计算公式进行验证分析。

• Maximum stress of tower is lower than ultimate stress which reveals that the tower has a good resistance in VII magnitude intensity earthquake.

  在VII级烈度地震作用过程中输电塔各构件未达到极限应力状态，塔具有较好的抗震性。

• Based on the analysis of the experimental data and the research results reported in references, the practical calculating equation of the ultimate stress in unbonded post tensioning is proposed.

  在分析国内外大量试验数据和文献研究的基础上，建立了无粘结预应力筋极限应力实用计算方法。

• The concrete was considered as crack progressing once the maximal principle of stress in the concrete reached the ultimate stress of concrete according to the theory of maximal tension stress.

  根据最大拉应力理论，认为一旦混凝土的最大主应力大于混凝土材料的抗拉强度，就被视为混凝土开裂的微裂区域。

• The calculated results indicate that the maximum thermal stress occurs in the internal wall of the casing pipe and is over the thermo-elastic yield ultimate stress of casing pipe made of N80 steel.

  计算结果表明，最大热应力都发生在套管内壁，且超过了N80套管的热弹性屈服极限；