Chinese translation for "未加固"
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- unreinforcement
Related Translations:
加固地基: consolidated subsoil 加固方案: layout of reinforcement 加固丝: reinforcing filament 加固工事: improve defense works 河岸加固: bank strengtheningstream bank stabilization 加固板: elephant earsmending platereinforcement platereinforcing ribstiffening platestiffening sheet 加固结构: reinforced structure
- Example Sentences:
| 1. | In order to study reinforced effect and to know reinforce mechanism , this paper investigates on 6 non - strengthened beams and 15 strengthened beams
为了研究加固效果、认识加固机理，本文对6根未加固钢筋混凝土梁和15根加固钢筋混凝土梁进行了试验研究。 | | 2. | However , this newly arisen method is associated with brittle debonding failure modes - flexural strength of the compound beams without omen cannot reach that under ductile failure modes , even that of unreinforced members
然而，这个新兴的技术却时常受到粘结破坏的困扰? ?没有破坏征兆，而且不能达到适筋破坏梁的承载力，甚至低于未加固梁的承载力。 | | 3. | On the base of test researches , ansys software is used to carry out numerical analyze for reinforced concrete beams which are strengthened in one way and the non - strengthened reinforced concrete beams . and the outcome correlates well with experiment date
本文在完成大量试验的基础上，还利用ansys有限元软件，对未加固梁和其中一种加固方式的钢筋混凝土梁进行了数值分析，计算结果与试验结果吻合良好。 | | 4. | Based on the shaking table test of 1 / 4 scale two - bay rc frame modes strengthened with and without cfrp ( carbon fiber - reinforced plastic ) , damaged and destroyed model strengthened with cfrp , the vibration properties and seismic response and destroying position of rc frame model with cfrp are analyzed
摘要通过对两个缩尺比为1 / 4的两层单跨钢筋混凝土框架结构模型的加固、未加固及其震坏后再加固的3次振动台对比试验，探讨了其动力特性、地震反应和损伤破坏情况。 | | 5. | The experiment highlights the effect of cfp length and the adhesive mode of cfp on the loading - bear capacity of cfp reinforced beams . from the results , it is obvious that when the cfp adhesive length increases , the loading - bear capacity increase too . when the cfp length is 10mm , the loading - bear capacity is 1 . 81 - 2 . 27 times as much as the value of non - reinforced beam ; and when the cfp length increase to 200mm and 350mm , the loading - bear capacity increase to 3 . 35 - 3 . 97 times and 3 . 61 - 5 . 76 times as much as the value of non - reinforced beam
从试验的结果来看，碳纤维的粘结长度增加对混凝土梁的加固效果的影响十分明显：当碳纤维粘结长度为100mm时，混凝土加固梁的极限承载力一般为未加固混凝土梁的1 . 81 - 2 . 27倍；而当碳纤维粘结长度为200mm和300mm时，混凝土加固梁的极限承载力则分别为未加固梁的3 . 35 - 3 . 97倍和3 . 61 - 5 . 76倍。 | | 6. | Through comparing and analyzing the strain development of different parts of both strengthening and non - strengthening structures , the fea results have a fairly good agreement with test ones and the fea model is proved rational . the behavior of rc structures under load are also well shown which enable a deep research on the mechanics as well as the effects of relative parameters on it
通过对加固与未加固构件各部位应变发展的比较分析，计算结果与试验结果得到了较好的吻合，说明所选择的有限元模型是合理的，并能较好的再现混凝土构件的受力状况及性能，进而可利用有限元分析结果对其受力性能和机理进行深入分析，通过数值试验以便研究有关参数对受力性能的影响。 | | 7. | The beams under secondary loading ( namely the preloading was not removed ) are firstly studied in this dissertation , and the ultimate strength , stiffness , and the distribution of cracks of the beams strengthened with ferrocement have been analyzed . mid - span deflection , crack width and strains of steel were measured during the course of the test , and performances of the beams are compared and assessed with particular emphasis on cracking behavior , mid - span deflection , ultimate strength capacity , the modes of failure and so on
本文首次对二次受力(初始荷载不卸除)试件进行了加固试验研究,试验中测量了试件的极限荷载、混凝土应变、钢筋应变及钢筋网应变等,对比了加固与未加固构件的裂缝开展、跨中挠度以及极限荷载情况,并研究了用该方法加固的梁在各种受力情况下可能产生的破坏形式等。 | | 8. | Based on the test of the flexural performance of reinforced concrete beams strengthened with aramid fiber reinforced plastics ( afrp ) and reference beams , this paper analyzes the failure process and characteristics of the strengthened beams and factors that affect the failure of the strengthened beams
摘要本文根据芳纶纤维加固钢筋混凝土梁和未加固的混凝土参考梁的抗弯性能静载试验研究，分析了芳纶纤维加固钢筋混凝土受弯构件的破坏过程，研究了加固后钢筋混凝土受弯构件正截面的破坏特征、受力特点及影响因素（粘贴层数和配筋率） 。 | | 9. | Among them , four rc beams for contrasting are not strengthened , four rc beams strengthened by gluing steels suffer loading directly , and two rc beams suffer loading to crack and then continue to be put out loading after being strengthened by gluing steels , then the experiments of capability of bearing bending are carried out on them respectively
其中，四根为未加固直接加载的钢筋混凝土对比梁，四根为先粘钢后加载的一次受力粘钢加固梁，两根为先加载至开裂后粘钢再继续加载的二次受力粘钢加固梁，分别对它们进行抗弯承载力试验。 | | 10. | Based on the continuous damage theory , considering the shear effect , the high - order shearing , flexural and in - plane deformation coupling model is built ; through the nonlinear fem analysis of rc beams strengthened with frp , the damage theory and damage course is researched ; compared with experiment results , it shows that the model is effective ; the fem analysis software is prepared to provide simple and effective method for the engineering application ; using the soft the frp strengthened beams before and after damage is modeled so as to provide the theory base for engineering application
摘要基于连续损伤理论，考虑胶层的剪切效应，建立frp加固钢筋混凝土梁的高阶剪切弯曲及面内变形耦合模型，编制了有限元分析的软件，进行非线性有限元分析；通过与已有的试验结果进行对比，证明该模型的简单，有效性；利用该软件对未加固混凝土梁，初始进行加固的混凝土梁以及最大拉应变达到极限值时进行加固的混凝土梁等几种情况进行数值模拟。 |
- Similar Words：
- "未加工原木材" Chinese translation, "未加工圆材" Chinese translation, "未加工纸卷" Chinese translation, "未加工自然光黄蜂蜡" Chinese translation, "未加工钻石" Chinese translation, "未加固的" Chinese translation, "未加固水井" Chinese translation, "未加管教的" Chinese translation, "未加管教和" Chinese translation, "未加混响磁迹" Chinese translation
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