1) End anchorage zone
端部锚固区
1.
Strut-and-tie models for end anchorage zones in prestressed concrete T-section girder bridges and reinforcement design
预应力混凝土T梁桥端部锚固区拉压杆模型及配筋设计
2) end anchorage
端部锚固
1.
The shear bond strength,the longitudinal shear strength and the shear span in design of continuous composite slabs as well as the influence of the end anchorage on the load carrying capacity of the slabs are commented.
针对钢 混凝土组合楼板叠合面的抗剪强度、连续组合板设计的纵向抗剪强度和剪跨以及端部锚固对板承载力的影响等问题进行了讨论和分析。
2.
The facilities of end anchorage of continuously reinforced concrete pavement(CRCP)is introduced,the issues related with the anchorage beam are discussed when the FEM is applied.
介绍了连续配筋混凝土路面的端部锚固设施,探讨了对锚固地梁进行有限元分析时的有关问题。
3) anchored end
端部锚固
1.
Research on the expansion force in the anchored end of the continuously reinforced concrete pavement(CRCP);
连续配筋砼路面端部锚固力研究
4) section iterative method
锚固端部
5) local zone
局部锚固区
6) interior anchorage zone
内部锚固区
1.
A stress analysis of the interior anchorage zones of post-tensioned concrete structures(IAZPTCS) is conducted using FEM.
针对国际预应力协会(FIP)给出的预应力混凝土内部锚固区拉压杆模型的缺陷和不足,基于有限元分析和拉压杆模型基本理论,提出一种修正FIP模型的方法,适用于各种构件尺寸比(b/h)的情况。
补充资料：带式输送机端部破碎机
带式输送机端部破碎机
带式输送机端部破碎机象塑
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