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承受杆

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And the creep equation of annual plant fabre reinforced cement composite board has been set up.

介绍了麻杆增强水泥复合板,在承受弯曲载荷时,相对湿度对蠕变性能的影响,并建立了一年生植物增强水泥复合板的蠕变方程。

Concrete column is a kind of member witch mainly loads axially pressure, sometimes with bending or shearing force too, for example, the columns in frame and compressive haulm etc.

混凝土受压构件是指以承受轴向压力为主,通常还有弯矩和剪力作用的混凝土承压构件,例如一般建筑工程中的柱,屋架中的压杆。

Had the self-aligning feature not been provided the pin would have been subjected to considerable bending strain with the likelihood of breakage or seizure, or both..

假如没有自动对中的特性,顶杆将承受显著的弯曲应变,具有折断或卡死,或两者同时发生的可能性。

Driving system is one key of it, and it needs big torque and endures biggish shaft power.

传动系统是双螺杆磨浆机的关键部件,要求输出较大的扭矩,并承受较大的轴向力。

In this paper, the baroclinic pole in baroclinic theory is supposed to be membrane-element subjected to shearing stress and normal stress in plain section. With the help of truss model, it meets the equation of two-dimension stress, Moire's strain corresponding equation and double-axis intenerate strain-stress relationship of concrete. It describes the load-behavior and working property of reinforced concrete combined torsion members in the whole load-deformation process.

本文将斜压场理论中的斜压杆表达成在平面内承受剪应力和正应力的钢筋混凝土薄膜元,借助桁架模型,满足二维应力平衡条件、莫尔应变协调条件和混凝土的双轴软化本构关系,揭示钢筋混凝土复合受力构件在受力-变形全过程中受力行为和工作性能,为研究复合受扭构件的变形行为打下了坚实的基础。

As a compress-bend structure, with increasing of the span, length slender ratio and carrying load of arch increase, lateral rigidity and width span ratio of arch ring minish relatively. During construction and service stages, lateral stability becomes more important and a control factor of arch bridge design.

拱肋作为压弯结构,随着跨径的增大,杆件的长细比及所承受的荷载也随之增大,拱圈横向刚度、宽跨比相对减小,在施工阶段及使用阶段横向稳定问题特别突出,常常成为拱桥设计的控制因素。

As a structure that is compressed and bended, with increasing of the span, length slender ratio and carrying load of arch increase, lateral rigidity and width span ratio of arch ring minish relatively. During constructing and bring to bear, lateral stability becomes especially severity and a control factor of arch bridge design.

拱作为压弯结构,随着跨径的增大,杆件的长细比及所承受的荷载也随之增大,拱圈横向刚度、宽跨比相对减小,在施工阶段及使用阶段横向稳定问题特别突出,常常成为拱桥设计的控制因素。

In this dissertation, the arch bridge was discretized by the FEM according to its structural characteristics with the spatial beam element simulating the tied beams, end floor beams, middle floor beams, arch ribs and the like and with the spatial link element simulating the suspenders to erect the bridges spatial mechanical computational finite element model.

该拱桥的拱肋主要承受压力,弯矩较小;系杆梁虽然是一拉弯构件,但由于布置有多道预应力筋,截面全跨受压;吊杆张拉力比较均匀,且吊杆张拉力对桥面系的线形控制作用比较明显;桥梁各构件受力和变形均在桥梁设计规范规定范围之内,表明桥梁结构受力合理。

Should product valve set with valve rod dense cover average adopt hard alloy built-up welding, Gets up resistance to abrasion, Endure rot, Endures warm effect; Main body adopts plasticity material by transfer quality ensure valve whole bear pressure big; Fixes press exhaust groupware by special treatment, With the help ofs flowmeter, To bushing gas, Oil gas exceed presses behind proceed canny fit arrange press.

该产品阀座与阀杆密封面均采用硬质合金堆焊,起到耐磨、耐腐、耐温的作用;主体采用塑性材料经调质保证了阀门整体承受的压力大;定压排气元件经特殊处理,借助流量计,对套管气、油气超压后进行精准排压。

Toggles, tie bars and platens are subjected to more mechanical abuse than is necessary.

注塑机的肘杆,拉杆以及模板承受了超出额定的机械力。

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