1) ultimate loading capacity of eccentric compressed timber column
偏压木构件的极限承载能力
1.
In this paper, ultimate loading capacity of eccentric compressed timber column and elastic-plastic behaviour of the material of the cross section are considered.
按强度确定偏压木构件的极限承载能力，计算中考虑了构件的二阶弯矩和截面抗弯的弹塑性工作。
3) structural ultimate bearing capacity
结构极限承载力
1.
As the shearing deformation is considered, the analysis methods for steel frame structure are put forward based on the structural ultimate bearing capacity, which is on the basis of second order inelasticity analysis for steel structure.
提出的二阶精细化塑性铰法进行修正,进而建立以二阶非弹性分析为基础的基于结构极限承载力的钢框架结构分析方法。
4) ultimate strength
极限承载能力
1.
The fatigue and ultimate strength analysis of hull structure with two different butt-welding lines distribution was researched in this paper.
对两种不同对接焊缝布置下的船体结构进行疲劳强度和极限承载能力分析。
2.
When studying the ultimate strength of gravity dam by strength reserved coefficient method, it found that with the decreasing of material strength, a small yield area appeared in the beginning, and then it enlarged gradually until it went across the upstream to the downstream of the dam.
在采用强度储备系数法计算重力坝的极限承载能力的过程中,随着材料强度的逐步降低,首先在局部小范围出现屈服区,随后这一屈服破坏区范围逐步扩展,直到最后坝体内的屈服破坏区贯通上下游坝面,最后丧失保持平衡的能力,导致重力坝的整体破坏。
3.
A simply and effective analytical tool for longitudinal ultimate strength calculation and reliability analysis of composite ship hull girder is presented in this paper.
把船体甲板或船底板结构视为是一系列加筋板单元的组合 ,然后利用复合材料梁柱理论计算船体加筋板单元构件的极限承载能力 ,最后用 Smith法计算复合材料船体的极限承载能力。
5) ultimate bearing capacity
极限承载能力
1.
Numerical analysis of the hole configuration on ultimate bearing capacity of rock mass;
孔洞形状对围岩极限承载能力影响的分析
2.
Comparison between two methods for determining ultimate bearing capacity of gravity dam;
两种重力坝极限承载能力判别方法的比较
3.
The ultimate bearing capacity of key welded hollow spherical nodes and rectangle hollow section(RHS) joints of the Beijing A380 hangar, subjected to a specific load, is investigated through theoretical analysis and experiment study.
对北京A380机库的关键焊接空心球节点与焊接矩形钢管相贯节点在特定受力条件下的极限承载能力进行了理论分析与试验研究。
6) limit bearing capacity
极限承载能力
1.
To assure the safety of a tunnel anchor-sprayed lining structure, the incremental nonlinear finite element method is proposed to investigate the limit bearing capacity of the lining structure and trace the nonlinear deformation of the lining structure.
为了确保某铁路隧道锚喷支护结构的安全性,采用增量非线性有限元法对该锚喷支护结构进行极限承载能力分析,追踪该支护结构的非线性变形特性。
补充资料：侧向极限承载强度
分子式：
CAS号：
性质：用铆钉、螺杆、栓等办法将板材和板材之间搭接，或将板联接于其他部件上时，板材所能承受的最大的平行于板面的载荷除以它们的支撑面积所得的商值，单位MPa。这时，板材穿铆钉(或螺杆等)的孔洞一侧和铆钉柱之间因受局部挤压而发生塑性变形，最后导致板材被拉断。极限承载强度也称侧向极限承载强度。对该值的了解有助于选择铆钉直径和铆钉孔的布置，以利于整体工作强度。
CAS号：
性质：用铆钉、螺杆、栓等办法将板材和板材之间搭接，或将板联接于其他部件上时，板材所能承受的最大的平行于板面的载荷除以它们的支撑面积所得的商值，单位MPa。这时，板材穿铆钉(或螺杆等)的孔洞一侧和铆钉柱之间因受局部挤压而发生塑性变形，最后导致板材被拉断。极限承载强度也称侧向极限承载强度。对该值的了解有助于选择铆钉直径和铆钉孔的布置，以利于整体工作强度。
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