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Home > chinese-english > "wall stress" in English

English translation for "wall stress"

器壁应力

Related Translations:
stressed:  加压力的
stress:  n.1.压力,压迫,紧迫,紧张。2.【语音】重音;重读;【诗】扬音;语势,着重点。3.重要(性),重点,强调。4.【物理学】应力;胁强,重力。短语和例子The landlord has imposed a severe stress on the poor tenants. 房东给贫苦的房客们加了很大的压力。 We must lay stress on self relia
Example Sentences:
1.Wall stress of horizontal rotary cavity flow
水平旋转空腔环流的壁面应力
2.Cell wall stress caused by electric charge of the plant cell membrane
植物细胞膜的分布电荷所产生的细胞壁应力
3.Elastic and plastic model for calculattion of frozen wall stress and displacement field
弹塑性本构模型计算冻结壁应力场和位移场
4.Nonlinear model calculating frozen wall stress and displacement fields in shaft excavation
井筒开挖下非线性冻结壁的应力场和位移场计算
5.Anasys software was used to compute the deformation , wall stress and turgor for single cell and tissue
利用ansys有限元计算软件和matlab计算软件对植物单细胞和宏观组织力学模型进行了分析和计算。
6.In order to make clear the influence of two kinds of stress to the total stress , equivalellt thermal stress of lpg vessel under only tempertae load and its equlvalent mechanical stress under only inner wall stress are calculated and analyzed , then its equivalent total stress is calculated , analyzed and compared
为了弄清这两种应力分别对总压力的影响的大小,首先单独对液化气压力容器仅受温度载荷时的瞬态当量热应力以及仅受内壁压力时的瞬态当量机械应力进行了计算分析,然后计算了液化气容器的当量总应力并对其进行了分析比较。
7.Furthermore , the fruits damage will be studied from a new point of view - ? he force applied on the cells . according the structural characteristic of the plant call , a hexagon mechanical model for plant cell was proposed . then , using the mechanical theories and finite element method , the deformation , wall stress and turgor for plant cells , under compression and shear , was analyzed
本文根据植物细胞结构的力学特点和力学原理、利用有限元方法,以二维问题为研究对象,建立了能够描述植物细胞单体受力变形、细胞壁应力和内压变化和便于建立宏观植物组织力学模型的单细胞力学模型。
8.The main work done in this paper is as follows : ( 1 ) simulate the temperature field of basement wall by ansys software , sum up the characteristics of the temperature field of basement wall , and analyze the influence of the types of the molding board , environmental change and cement content ; ( 2 ) the whole simulation analysis process of early - age concrete stress field is realized by sub - development of ansys , and cts - ansys software is developed with fortran ; ( 3 ) based on the cause of cracking , the influence of the thickness of the wall , length , bar arrangement , mix proportion , expanding agent , etc , on the wall stress due to concrete creep and temperature change is analyzed
本文主要进行了以下几个方面的研究: ( 1 )利用ansys软件,模拟了施工期地下室侧墙温度场,总结了地下室侧墙温度场分布的特点,分析了模板类型、环境变化和水泥用量等对墙体温度场的影响; ( 2 )以大型通用有限元软件ansys为平台进行二次开发,运用visualfortran语言编写了cts - ansys程序,实现了施工期混凝土徐变温度应力的仿真计算; ( 3 )从裂缝形成的原因出发,分析了地下室侧墙厚度、长度、配筋率、配合比、膨胀剂等因素对墙体徐变温度应力的影响。
9.Thus , two 2d elastic finite - element models of tunnel are respectively established , both of which go through i wall - rock sector and wall - rock sector by means of large - scale finite element software ansys . thereby , the magnitude of wall stress , displacement , submergence of arch roof and terrestrial sedimentation in tunnels will be attained via numerical simulation of the whole construction process
通过运用大型通用有限元软件ansys ,分别建立隧道穿越类围岩地段和类围岩地段的两个二维弹塑性有限元模型,进行施工全过程的数值模拟,得到隧道中墙应力和位移以及拱顶下沉和地表沉降值。
10.The choice dam type is especial importance , during the designed research of the rock - fill dam , particular under the rock - fill dam with very deeply cover layer , the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive , whether the . design of dam is scientific and reasonable , it is very important for cutting interpenetration and stability of the dam , , the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone , based on the study and analysis the design of cutting seep in the foundation with deep cover with earth , cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country , for the project of the clay vertical middle wall and vertical cutting interpenetration , the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration , respectively in terms of the different stage of complete period sluice period and working condition , adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project . have comparatively all - around comprehended the various model dam , particular the distribute rule of stress and strain of the cutting interpenetration system , provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body , the result of research and advice have very importance value in design and building for the similarity project
工程设计中,坝型的选取显得尤为重要,特别对于坝基有深厚覆盖层的堆石坝,心墙和坝基防渗墙的应力和变形是坝体、坝基最敏感的部位,设计方案是否安全、科学和合理,对大坝防渗和稳定起到至观重要的作用。本文研究分析了国内外深厚覆盖层基础防渗设计、坝基混凝土防渗墙与坝体防渗体衔接形式及工程实际应用效果,为下坂地水利枢纽工程深厚覆盖层基础防渗设计的方案选择提供了参考;在吸收和归纳了国内外堆石坝的设计研究成果的基础上,对粘土心墙和坝基垂直防渗方案、沥青混凝土心墙和坝基垂直防渗方案以及粘土斜心墙和坝基水平铺盖防渗方案,分别按竣工期和蓄水运行期的不同工作情况进行了有限元非线性计算分析;对左岸高陡边坡的大坝防渗体与基础混凝土防渗墙的不同结合型式进行了三维有限元静力计算分析和研究;对混凝土防渗墙不同弹性模量对墙体应力和变位的影响进行了三维有限元静力计算分析和研究。通过对不同方案的计算分析和研究,比较全面的了解了各方案坝体,尤其是防渗体的应力和变形分布规律,为坝型选择、坝体结构设计、基础防渗墙与坝体防渗体的结合型式以及塑性区大小的确定提供了重要依据。
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