biaxial bending meaning in English
双向弯曲
双轴弯曲
Examples
- Researches on bearing capacity of cross - section of reinforced concrete members with l - shaped section subject to combined biaxial bending and tension
聚丙烯纤维钢砼梁抗裂性能及承载力的试验与分析 - In this paper , the following work has been done : 1 the load - bearing capacity of l , t and + - shaped columns under axial compression and biaxial bending is calculated by a numerical integral program
本文主要进行了如下工作： 1对l 、 t 、十形柱双偏压作用下正截面承载力进行计算，编制了数值积分程序，并对l 、 t 、十形柱偏心矩增大系数进行计算分析。 - Columns under axial compression and biaxial bending . in the beginning of the paper , it summarized the history and the actuality of the nonlinear analysis of special - shaped columns and the capability of the sliding of reinforcement anchoring . on the basis of related papers , the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered
本论文主要内容是对钢筋混凝土异形截面双向压弯柱(包括l形、 t形、十字形柱)进行非线形全过程分析,首先综述了异形柱构件非线性分析以及粘结滑移性能研究的历史与现状,在有关文献基础上考虑了受拉纵筋和周围混凝土的粘结滑移和混凝土应力?应变关系曲线的下降段。 - 2 the effects of load angle on load - bearing capacity of l , t and + - shaped columns under axial compression and biaxial bending are discussed . as for l and t - shaped columns , load angle has a great effect on bending capacity of them , mainly because of the asymmetry of sections . but for + - shaped columns , the effect of load angle on load - baring capacity is not much significant
2讨论了荷载角对l 、 t和十形柱受弯承载力的影响，表明l 、 t形柱由于截面不对称，纵筋分布不对称，造成某一荷载角下承载力较大，而另一荷载角下承载力又很低。 - The content of the paper is nonlinear analysis of complete response process for t , l - shaped and " + " shaped section r . c . columns under axial compression and biaxial bending . on the basis of related papers , the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered , simultaneously , the restriction effect for concrete by thickening of stirrups is also included
本论文主要内容是对钢筋混凝土异形截面双向压弯柱(包括l形、 t形、十字形柱)进行非线形全过程分析，在有关文献基础上考虑了受拉纵筋和周围混凝土的锚固滑移和混凝土应力?应变关系曲线的下降段，同时考虑到在箍筋加密区箍筋对混凝土的约束影响。