未加固 meaning in Chinese
unreinforcement
Examples
- 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。 - 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。 - 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。 - 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。 - 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。