1) vertical temperature stress
竖向温度应力
2) vertical stress
竖向应力
1.
Swelling characteristics and hydraulic properties of GCLs under vertical stress;
竖向应力作用下GCL的膨胀特性和渗透性能
2.
The vertical stress distribution and shear studs force have been analyzed in this paper based on the supposition of different shear stud flexibility.
本文在考虑剪力钉多种剪切柔度的基础上对钢锚箱竖向应力分布及剪力钉竖向受力进行分析,并用简化方法对剪力钉横向水平受力进行了分析。
3) vertical temperature joint
竖向温度缝
4) vertical prestress
竖向预应力
1.
Study on the vertical prestress loss of the prestress concrete box girder bridge web;
预应力混凝土箱梁桥腹板竖向预应力损失研究
2.
Test of vertical prestress loss and analysis research on it;
竖向预应力损失的实测与分析研究
3.
The vertical prestress applied to webs of concrete box girder is studied.
对混凝土箱梁腹板竖向预应力进行研究。
5) vertical pre-stress
竖向预应力
1.
In this paper,starting from analysis of the sensitivity of slant box beam web cracks to vertical pre-stress,the dynamic mechanism of the effective reduction in main web pulling stress by vertical pre-stress is explained.
从箱梁腹板斜裂缝对竖向预应力的敏感性分析出发,阐明竖向预应力有效削减腹板主拉应力的力学机理,探讨现阶段国内外竖向预应力设置方法及其优缺点,提出用碳纤维力筋CFRP取代传统的精轧螺纹钢建立有效预应力的新方法,尝试设计其专用锚具及施工工艺。
2.
The distribution of ring pre-stress, anchoring steel beam and pre-stress, vertical pre-stress of the anchoring zone of the main tower in Songhuajiang cable stayed bridge are introduced and the corresponding construction technologies are clarified in the paper.
介绍哈尔滨绕城公路松花江斜拉桥主塔锚固区环向预应力、锚固钢横梁及预应力、竖向预应力的布置情况及有关的预应力施工工艺。
3.
The vertical pre-stressed reinforcement installed in the pre-stressed concrete continuous (rigid frame) box beam bridge is to decrease and control the main tension stress of the web and to prevent the creaking.
预应力混凝土连续(刚构)箱梁桥设置竖向预应力筋是为了减少和控制腹板主拉应力、防止开裂,然而在设置了竖向预应力后。
6) vertical prestressing
竖向预应力
1.
Based on the long-term field measurement of vertical prestress losses in the box girder of a long-span PC continuous bridge,a detailed analysis of the loss of the vertical prestressing is conducted.
基于某大跨预应力混凝土连续箱梁桥腹板竖向预应力的现场长期测试结果,对箱梁竖向预应力的各种损失进行了分析。
补充资料:温度应力
分子式:
CAS号:
性质:当材料或构件的温度改变时,由于外部的约束和构件各部优发的相互约束,使构件各部分由于产生的膨胀或收缩不能自由地进行,由此产生的应力称为热应力,或称温度应力,也称变温应力。
CAS号:
性质:当材料或构件的温度改变时,由于外部的约束和构件各部优发的相互约束,使构件各部分由于产生的膨胀或收缩不能自由地进行,由此产生的应力称为热应力,或称温度应力,也称变温应力。
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