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1)  skew hollow slab
斜交空心板
1.
Analysis and Research on Mechanical Properties and Design Method of Assembly Skew Hollow Slab Bridge;
装配式斜交空心板桥受力特性分析与设计方法研究
2.
Finite element method was used to simulate computation of non-linear process of prestressed concrete skew hollow slab.
采用有限元方法对预应力混凝土斜交空心板进行非线性数值模拟计算,得到了斜交空心板正截面的受力过程、极限承载力以及破坏时混凝土、预应力钢筋的荷载-应力曲线。
3.
The finite element method is used to conduct the non linear full-process simulation computation and analysis of prestressed concrete skew hollow slab.
采用有限元方法对预应力混凝土斜交空心板进行非线性全过程仿真计算分析。
2)  hollow prefabricated girder
斜交空心板梁
1.
It introduces the loading experiment method of pre-stressed screw hollow girder,and makes a reliability evaluation of hollow prefabricated girder through the analysis of experimental result.
介绍了预应力斜交空心板梁的荷载试验方法,并通过对试验结果的分析,对预制空心板梁进行了可靠性评价,结果表明,所试验的斜交梁具有足够的刚度和承载能力,满足桥梁正常使用状态要求。
3)  oblique slab
斜交板
1.
Based on the damage features of Tanghe Bridge and the existing computational theory of oblique slab bridge,the glide force along cross direction and unbalance moment were found as the damage s cause.
现役斜交板桥的损伤状况表明,大多数简易支座斜交板桥存在缓慢下滑及平面内的转动现象。
2.
By building several typical mechanics models of oblique slab, this paper tries to find the causes of oblique slab s slide and rotation within surface when it is under the component force along the direction of the cross-fall and generated by the intermittence load.
通过建立斜交板在缓慢外爬过程中的几个典型受力模型,并根据前一阶段受力模型的变位及受力结果,给定后一阶段受力模型的边界条件,尝试找到斜交板在间歇性荷载及自重沿横桥向分力的作用下不断外爬,并在平面内转动的成因,发现利用盖梁形成的横坡造成斜板面内的下滑,由下滑导致斜交板沿桥轴向两边约束产生差异,进而诱发斜交板的面内转动。
4)  oblique slab bridges
斜交板桥
1.
With the development of construction of economy, the speed of highway construction is higher and higher, so a lot of oblique slab bridges are appearing, but the theory of oblique slab bridges is not mature.
随着经济建设的发展,高速公路建设速度加快,斜交板桥大量出现,但斜交板桥的计算理论却不够成熟。
5)  angle-ply laminate
斜交层板
6)  voided slab
空心板;空心桥板
补充资料:斜交层压板
分子式:
CAS号:

性质:也称角交层压板,由单向无编的纤维预浸料铺层片按方向角相等、符号相反θ=±φ,且沿每个方向的铺层数相等的铺设方式叠合、压制而成的层压板。正交层压板是这种层压板的一种特殊形式,另一种特殊形式是±45°的层压板。均衡的斜交层压板呈正交各向异性。

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