Chinese translation for "concrete stress"

混凝土应力

Related Translations:

concreter:  混凝土工

concreting:  灌筑混凝土灌注混凝土混凝土浇筑浇注混凝土凝结

concrete:  adj.1.具体的，有形的；实在的，实际的。2.固结成的，混凝土制的。3.图案诗歌的(参阅concrete poetry)。短语和例子a concrete fact 具体事实。 a concrete vessel 混凝土船。 in the concrete 具体地，实际上。n.具体物；凝结物；混凝土；【逻辑学】具体名词；【文学】具体诗歌。 a concrete-mixer

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

post stressed concrete:  后张法预应力混凝土

concrete thermal stress:  混凝土温度应力

self stressing concrete:  自应力混凝土

Example Sentences:

	1.	To the problems in long - term monitoring of concrete stress , the numerical simulation for concrete creep effect of the main girder segment of wenhui bridge was made ; accordingly a method that can approximately separate the creep strain was put forward 针对目前混凝土应力长期监测中存在的问题，对文晖大桥主梁节段进行了徐变效应的数值模拟分析，并提出了近似的徐变应变分离方法。
	2.	During the above iteration , the stress resultants of the concrete in the cross section are evaluated by integrating the concrete stress - strain curve over the compression zone , while those of the structural steel and the steel reinforcement ( if any ) are obtained using the fiber element method 迭代计算过程中混凝土的截面抗力通过对混凝土应力-应变曲线在截面上的精确积分求得，而型钢和钢筋部分的截面抗力则采用纤维元方法求得。
	3.	During the above iteration , the stress resultants of the concrete in the cross section are evaluated by integrating the concrete stress - strain curve over the compression zone , while those of the structural steel and the steel reinforcement ( if any ) are obtained using the fiber element method 迭代计算过程中混凝土的截面抗力通过对混凝土的应力-应变曲线在截面上的精确积分求得，而型钢和钢筋部分的截面抗力则采用纤维元方法求得。
	4.	Based on the engineering requirement , much application technological research has done on the compression of frame beams , concrete stress , anchoring loss , hole friction loss and the measuring of the inverted arch . and some useful suggestion has been tendered to improve the calculating and design method and optimize the construction 结合工程需要，对框架梁的压缩、混凝土应力、锚固损失、孔道摩擦损失和反拱等的测试进行了实用技术研究，为改进计算设计方法和优化施工提出了有关建议。
	5.	In this thesis , it is analyzed theoretically the steel bar layout pattern , the prestress loss , the concrete stress , and the discipline of the deformation and the fracture forming of structures of the partial prestress concrete frame beams , which is widely used in modern civil engineering 本文从理论上分析了现代建筑工程中广为采用的部分预应力混凝土框架梁的布筋方式、预应力损失、混凝土应力、结构变形和开裂规律；导出了具有一般意义的预应力锚固损失以及梁的长期挠曲变形计算公式。
	6.	Combined with the full scale models tested in - situ of prestressed concrete penstock with double circle unbonded strands and single circle bonded strands of xiaolangdi multipurpose dam project of yellow river , the advantages and disadvantages of two different prestressed systems are analyzed , the concrete stress distributions of the prestressed concrete penstock are induced and summarized during the whole tensioning strands stage . the consistence among the test results , the theory calculating and the three dimensional finite element analysis is proved . therefore , the theoretical method of prestressed concrete penstock is feasible 结合黄河小浪底水利枢纽工程在施工现场进行的采用双层双圈环形无粘结预应力钢绞线和单圈有粘结预应力钢绞线对排沙洞衬砌混凝土施加预应力的1 ： 1模型试验，对比分析了两种后张预应力施工体系的优劣，归纳总结了预应力筋束张拉过程中预应力混凝土压力管道结构管壁混凝土的内力分布规律，验证了模型试验实测数据、理论计算和三维有限元分析结果的一致性，确定了预应力混凝土压力管道理论计算方法的可行性。
	7.	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。
	8.	3 ) based on the bond stress distribution function at the concrete - steel interface , a stress - strain relationship for cracked reinforced concrete tensile members is derived , and thereby an analytical model is proposed . by introducing a crack strength expression , the influence of non - uniform distribution of concrete stress in transverse and longitudinal directions in a reinforced concrete tensile member on concrete cracking is taken into account 3 )基于钢筋混凝土间的粘结应力分布函数，推导了开裂后的钢筋混凝土轴拉构件的应力应变关系，建立了开裂分析模型，并通过引入钢筋混凝土构件开裂强度表达式，考虑了混凝土应力在构件纵、横两个方向不均匀分布对钢筋混凝土构件开裂的影响。
	9.	On the basic of former research men ' s experience , 18 experimental members ( including 9 simple beams and 9 restrained beams ) are designed and tested . in the experiment , phenomena are observed and record by taking photos in the whole process from the first crack appears to test members crash completely , experimental data is attained including load values of crack - appear load , critical load and terminal load , stress values of reinforcing steel bar stress , compressed concrete stress and beam flank stress and values of deflection etc . by analyzing the crack ' s appearing and developing form and stress values of concrete and steel bars , the crash modes of test beams are defined ; shearing force - deflection curves are contrasted and analyzed ; the effects on shear strength of the three factors as shear span ratio , concrete strength and restraining moment are also analyzed 借鉴已有试验的经验，本文设计和完成了对18根超高强混凝土无腹筋梁（包括9根简支梁和9根约束梁）在集中荷载下抗剪强度的试验，观察了试件从裂缝出现到完全破坏失去承载能力全过程的试验现象并通过拍照进行记录，获得了试件的斜裂缝出现荷载、临界斜裂缝荷载和极限荷载等荷载值和纵筋应变、混凝土受压应变和梁侧混凝土应变等应变值以及挠度值等。
	10.	In the light of the deficiency of the routine calculating method in the application of multi - curve style prestress steel bar in the large span structures , an applied program is written to calculate the loss of the prestress . fem is used to calculating the concrete stress of the frame beam under prestress load , in the process of which , many successful improvements have been made in the element division , load application and the treatment of the support restraint 针对常规计算方法在大跨结构中预应力筋多波曲线配置应用中的不足，编制了计算预应力损失的应用程序；用fem计算了框架梁在预应力载荷作用下的混凝土应力，其间在单元划分、载荷施加及支座约束处理上有成功的改进。

Similar Words：

"concrete stone" Chinese translation, "concrete stones" Chinese translation, "concrete strategy" Chinese translation, "concrete street" Chinese translation, "concrete strength" Chinese translation, "concrete strip foundation" Chinese translation, "concrete structure" Chinese translation, "concrete structure inspection" Chinese translation, "concrete structure parts" Chinese translation, "concrete stud" Chinese translation