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flexural相关的网络例句

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与 flexural 相关的网络例句 [注:此内容来源于网络,仅供参考]

Displacement of wall reduced with increasing of supporting severity, until it reaches the critical valuation.(4) Severity of enclosure wall. With wall thickness increasing, the flexural torque of wall increase, but the body deform are reduced. However, we should consider the economic factor when we use the method which use increase the wall severity to reduce its displacement.

支撑刚度的影响,支撑刚度增大时,墙顶位移减小,直到增加到临界值后影响变小(4)围护墙刚度的影响,围护墙厚度增加,墙身变形就相应减小,围护墙弯矩也进一步增加,但是利用增大围护墙刚度来减小变形时应结合经济因素一同考虑。

The program is capable of accounting not only for the flexural deformation, but also for the shear deformation, friction at the deviators, and external cables with different configuration.

程序是能不仅对弯曲的损形而且对剪损形在偏差器和外面旁的间的摩擦消灭用和不同配置笔直或者多边的侧面)发海底电报。

The flexural capacity, deformation and failure modes of beams with different parameters can be analyzed using the program, such as types of plan and prestressed tendons(extrenal prestessed tendons, internal unbonded prestressed tendons, internal bonded prestressed tendons), jacking and effective stress in external prestressed tendons, configuration of the deviators, properties of tendon, ratio of span to effective depth of the beam and load pattern, initial loading state at tendon jacking, etc.(3) Nonlinear behaviors of the concrete beam prestressed with external or internal unbonded tendons were studied by the program developed.

本程序可以对任意截面型式的预应力(体外预应力筋、体内无粘结预应力筋、体内有粘结预应力筋)混凝土梁和普通钢筋混凝土梁进行非线性全过程数值分析计算,程序可以就转向块的布置方式、体外预应力筋纵断面形状、体外筋有效预应力的大小及材性、张拉预应力筋时梁的持荷状态等因素对体外预应力混凝土梁在外荷载作用下的强度、变形特征、破坏模式等的影响进行分析研究。

The process includes extrusion compounding the polypropylene based polymer, the organic fiber, and the inorganic filler to form a fiber reinforced polypropylene resin, which is subsequently molded to form an article with a flexural modulus of at least 300,000 psi, that exhibits ductility during instrumented impact testing (15 mph,-29 DEG C, 25 lbs).

所述方法包括挤出所述聚丙烯基聚合物、有机纤维、和无机填料以形成纤维增强的聚丙烯树脂,随后其被模制形成挠曲模量至少为300,000psi,并且在仪器化冲击试验中表现出延性(15mph,-29℃,25lbs)的制品。

Of section excellent performance: flange plate and web thickness ratio can be increased, as compared with the repressive recently, the weight under the same conditions, can be made into the flexural properties of larger, higher performance interface components; at the interface with the same performance, build lighter.

截面性能优良:翼缘板与腹板厚度之比可以增大,与压制性刚相比,在重量相同的条件下,可以制成抗弯性能更大,界面性能更高的构件;在界面性能相同时,构建更轻。

In this lumped approach, appropriately positioned pin joints with torsional springs to represent the non-zero stiffness of the flexures are used in place of the flexural joints.

在这一集总的方法,适当地与扭转弹簧代表定位针接头非零屈刚度使用该地方弯曲关节。

Biodegradable composites reinforced with bagasse fibre were prepared by a press forming,and the thermal properties of fibre and the flexural modulus of composites were investigated in view of the fibre content and length.

利用压制成型制备了甘蔗渣纤维增强可降解复合材料,分析了纤维的热分解性能,研究了纤维含有量和纤维长度对材料弯曲模量的影响,利用Cox剪滞法和材料的结构特点,探讨了一种新的修正模型对弯曲模量的预测。

Ground fly ash and silica fume which have great positive influence on GRC's long-term durability are important factors to improve the flexural and compressive strength in the later stage and among them the silica fume has greater contribution.

而使用活性掺合料改善用普通硅酸盐水泥做基体的GRC耐久性时,又会带来GRC的早期强度过低及脱模时间过长的问题。

The composite Portland cement for the road concrete project by adding fine fly ash and ground steel slag into the cement was studied by means of lots of test,and the properties such as flexural strength,abrasive resistance,shrinkage and crack resistance of the composite cement were improved.

通过大量试验在水泥熟料中复合掺入超细粉煤灰及磨细钢渣粉,配制了用于公路路面水泥混凝土工程的复合硅酸盐水泥,重点改善道路水泥的抗折强度、耐磨性能以及收缩抗裂性能。

A correlation of the experimentaldynamic response of the vessels with the theoretical finite element calculations ispresented and discussed.1 The response of the end caps is dominated by transverseand torsional deformation of the plates.The membrane strain is negligible compareto the lateral strain.2 In the lengthwise direction of the inner cylinder,themembrane strain has the same magnitude as that of the bending strain. But for theouter cylinder,the former is much smaller than the later at the same direction.3 Forboth the inner shell and the outer shell,hoop strains are primarily due to themembrane deformation.The amplitude of the circumferential flexural strain isconsiderably small.4 Peak strains in the vicinity of the connection portion of theend caps and the shells are very high.This is important to assess the safety of thecontainer in case of repeated use or tests.5 The applying load to the end cap isdifferent from that to the inner shell plate, but peak stains and nodal displacementsof these two structural parts are nearly the same.It can be inferred that the dynamicresponse of the end cap is greatly affected by the structural vibration excited by theimpulsive loading.

结果表明:1在本文所考虑的载荷水平下,平板变形以板的横向弯曲和扭曲为主,中面应变幅值比较小。2对于内容器,其纵向变形中弯曲应变和中面应变大小接近;而对于外容器,其纵向变形以弯曲为主,中面变形比较小。3内、外壳体的环向变形主要是中面应变,弯曲应变分量很小。4平板和壳体连接处应变很大,这对于多次使用或实验时评价结构安全有指导意义。5尽管内筒底板和大封头上的作用载荷有一定差别,但应变峰值和节点位移峰值基本相近,这说明脉冲载荷激发起来的结构振动对封头的动态响应有很大影响。

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