Chinese translation for "compressed concrete"
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- 压实混凝土
压制混凝土
Related Translations:
- Example Sentences:
| 1. | Creep analysis of axially compressed concrete filled steel box members
方钢管混凝土轴心受压构件的徐变分析 | | 2. | Static performances analysis on eccentrically compressed concrete filled circular cfrp - steel tubular columns
钢管混凝土偏压构件的静力性能研究 | | 3. | 9 pieces of rc test beams were fabricated , the fbg sensors and strain gauges were mounted in the tensile steel , compress concrete and cfrp of the tested beams
制备9根rc试验梁,将fbg传感器与电阻应变片同时预置于实验梁内(受拉钢筋、压区混凝土及碳纤维复合材料中) 。 | | 4. | Based on the elastic continuation and plastic flow theory for concrete creep , and considering the mechanical characteristics of axially compressed concrete filled steel box ( cfsb ) members , this paper derived a formula to calculate the creep of axially compressed cfsb members
摘要基于混凝土徐变的继效流动理论，结合方钢管混凝土轴心受压构件的受力特点，推导出方钢管混凝土轴心受压构件徐变的计算公式。 | | 5. | ( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage , it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends
通过对梁柱组合体柱脱离体的平衡条件，首次明确了贯穿节点梁筋粘结应力和梁端受压混凝土的压力以相同的比例传入柱端以平衡柱端剪力，从而对节点区的传力机理重庆大学博士学位论文结出了完整的和具有说服力的解释。 | | 6. | In the finite element method analysis , the constitutional relationships of steel and three - dimension compressed concrete were conducted by using increment plastic theory . in the paper a serious of joint models were analyzed by using the program ansys and the mathematical formulas for determination of load - carrying capacity of shearing and bending in the joint region were also given . at last the influence of many parameters to the load - carrying capacity in the joint region was analyzed and some suggestions were given for the design in the practical projects
在有限元分析中，用增量塑性理论推导出钢材以及三维受压混凝土的本构关系，重点是三维受压混凝土的本构关系，建立了模型的单元刚度矩阵，给出了程序中非线性方程的求解方法，并用ansys软件计算了一系列节点模型，得出了节点域的抗剪、抗弯承载力及各参数对节点域承载力的影响情况，并用试验结果和计算公式验证了有限元计算结果。 | | 7. | In this paper , with complete calculation micro - mechanics method , mass concrete was taken as three - phase composites , which consists of mortar matrix , aggregate and bond between matrix and aggregate . with nonlinear finite element method , the simulation of static and dynamic mechanics performance of the uniaxial compress concrete specimen of dongjiang arch dam and simple supported beam specimen of xiao wan arch dam was studied by means of the software of msc . marc . the number of all kinds of mortar matrix was calculated according to grading of aggregate of three graded concrete and walraven function
本文采用完全细观计算力学方法，将大体积混凝土在细观层次上看成是由粗骨料颗粒、硬化水泥砂浆及其二者之间的粘结界面组成的非均质复合材料，采用非线性有限元方法，在对大型商业有限元软件? msc . marc二次开发的基础上，对东江拱坝的三级配混凝土轴压试件、建设中的小湾拱坝三级配混凝土梁试件在静、动荷载下的力学性能和破坏过程进行了数值模拟。 | | 8. | In this paper , with the available computer method , theauthors have obtained the stress distribution acrosssections of reinforced concrete composite beams under two stages ofloading , and show that the stress redistribution under two stages ofloading results in a reduction of stress discrepancy in thetensile steel and of strain discrepency in the compressed concrete between thecomposite beam and the corresponding casting beam
本文运用成熟的电算模拟方法,计算得到二阶段受力钢筋砼叠合梁在不同受力阶段的截面应力分布规律及钢筋的应力变化规律,分析得到二阶段受力时钢筋砼叠合梁1的受拉钢筋应力超前、受压区砼应变迟后逐渐缓解的实质为截面应力重分布的结果 | | 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。 |
- Similar Words：
- "compressed cereal bar" Chinese translation, "compressed chart division" Chinese translation, "compressed coated tablet" Chinese translation, "compressed code" Chinese translation, "compressed compressibility" Chinese translation, "compressed condensate" Chinese translation, "compressed cord" Chinese translation, "compressed cork" Chinese translation, "compressed courses" Chinese translation, "compressed data" Chinese translation
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