push-out造句
- Determination of the bond behaviour between reinforcing bars and autoclaved aerated concrete by the ' push - out ' test
采用'推擠'試驗(yàn)法測(cè)定增強(qiáng)棒材和熱壓充氣混凝土膠合力 - " determination of the bond behaviour between reinforcing bars and autoclaved aerated concrete by the " push - out " test . "
"推出"試驗(yàn)法測(cè)定鋼筋和高壓蒸養(yǎng)加氣混凝土間的膠合性能 - According to the experimental results of the 20 push - out specimens , together with the mathematical analysis of the p - sl curves , three characteristic b
計(jì)算結(jié)果表明，考慮型鋼混凝土滑移和不考慮型鋼混凝土兩種情況的承載能力計(jì)算結(jié) - On the other hand , due to the difference of the loading form on eccentric loading column with push - out test and short - column test , the bond - slip performance ca n ' t be displayed in it
同時(shí)，由于推出試驗(yàn)( push - outtest )和短柱試驗(yàn)( short - columntest )與偏壓柱的受力狀況有差別，并不能真正反映出構(gòu)件中的粘結(jié)滑移性能。 - In order to determine the relations between the four main bond - anchoring factors - concrete strength , concrete cover thickness , steel shape embedment length and the ratio of the transverse hoops - and the bond strength , and establish the bond - slip constitutive relations , 16 standard push - out test specimens were designed , and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web , inside and outside of flanges the steel shape
設(shè)計(jì)了16個(gè)型鋼混凝土標(biāo)準(zhǔn)推出試件，以考察混凝土強(qiáng)度、型鋼的混凝土保護(hù)層厚度、型鋼埋置長(zhǎng)度及橫向配箍率四個(gè)主要錨固條件與粘結(jié)強(qiáng)度的相互關(guān)系和型鋼混凝土粘結(jié)滑移本構(gòu)關(guān)系；設(shè)計(jì)了4個(gè)對(duì)比試件，以考察型鋼翼緣內(nèi)側(cè)、外側(cè)和腹板與混凝土粘結(jié)性能的區(qū)別。 - The numerical simulation of the push - out test specimens were conducted with the ansys program , the simulation results were in good agreement with the experimental results , based on which a series of src beam specimens experimented before were also numerically simulated with the ansys program and compared with the experimental results , from these a set of methods to simulate the src structures with the ansys program , which including the establishment of the fem model , solution of the fem model , solution results analysis and so on was finally established
)程序?qū)ν瞥鲈囼?yàn)進(jìn)行了數(shù)值模擬，并與試驗(yàn)結(jié)果進(jìn)行了對(duì)比分析，然后對(duì)型鋼混凝土梁進(jìn)行了ansys ~ ( ? )程序有限元分析，最終形成了一套型鋼混凝土構(gòu)件ansys ~ ( ? )程序有限元分析的建模、計(jì)算和分析方法，并根據(jù)本文的粘結(jié)滑移基本性能研究提出了型鋼混凝土粘結(jié)錨固可靠度分析方法和錨固設(shè)計(jì)建議。 - For find the mechanism of bond - slip , the whole push - out experiment process had been fully observed . the first cracking time , the cracking development progress , and the final cracking patterns were carefully observed and depicted ; and the failure specimens after experiment were entirely broke open , from which the interior failure form and characters were also observed
以三根鋼筋混凝土簡(jiǎn)支梁作為算例進(jìn)行了ansys .計(jì)算分析，對(duì)ansys .中鋼筋混凝土有限元分析的從前處理到后處理的全過程進(jìn)行了介紹、調(diào)試和驗(yàn)證，并對(duì)ansys .程序的分析結(jié)果作了評(píng)價(jià)分析。 - Currently , the main methods used to measure the fiber / matrix interface properties of composite were based on micro - mechanics , including single - fiber composites fragmentation test ( sfc ) , micro - debonding technique , single - fiber pull - out test , and single - fiber push - out test , in which sfc was most widely used
目前直接用來測(cè)定纖維增強(qiáng)復(fù)合材料界面力學(xué)性能的主要微觀力學(xué)方法有單纖維復(fù)合材料斷裂實(shí)驗(yàn)( sfc ) 、微脫粘方法、單纖維拔出法、單纖維頂出法，其中以單纖維復(fù)合材料斷裂實(shí)驗(yàn)的應(yīng)用最為廣泛。 - This paper analyzed the mechanism of bond between the steel shape and concrete in the src ( steel reinforced concrete ) structures . by a series of src push - out tests , both the bond strength and the relations between the bond stresses and slip , which was usually called bond - slip constitutive relations , were analyzed and studied to solve the problem on bond - anchoring design and the problem on numerical simulation of the bond - slip in fem ( finite element method ) analysis of src structures
本文分析探討了型鋼混凝土中型鋼與混凝土之間的粘結(jié)滑移機(jī)理，并通過型鋼混凝土推出試驗(yàn)( push - outtest )研究了型鋼混凝土粘結(jié)強(qiáng)度、粘結(jié)應(yīng)力-滑移相互關(guān)系(粘結(jié)滑移本構(gòu)關(guān)系) ，以解決型鋼混凝土結(jié)構(gòu)中的粘結(jié)錨固問題和有限元分析中的粘結(jié)滑移模擬問題。 - The experimental study of twelve push - out specimens with different hole molds and different materials filled in holes and two composite steel - fdpcp ( full - depth precast concrete panels ) beams of a full shear connection and different hole mold , as well as a composite steel - fdpcp beams of a partial shear connection and square holes was conducted in this paper , the authors gain following results : three composite steel - fdpcp beams all have good composite action and perfect work behaviors as a whole and the composite steel - fdpcp beams is a new - style structure which should get further research and development
摘要對(duì)12個(gè)不同預(yù)留孔形、孔內(nèi)不同填充材料的推出試件及2根不同預(yù)留孔形的完全剪力連接與1根部分剪力連接的鋼混凝土預(yù)制板組合梁進(jìn)行了試驗(yàn)，結(jié)果表明，只要預(yù)留孔形設(shè)計(jì)合理，灌孔混凝土強(qiáng)度得當(dāng)，鋼混凝土預(yù)制板組合梁就具有良好的組合效應(yīng)和整體工作性能，是一種有發(fā)展前途和廣泛應(yīng)用領(lǐng)域的新型組合結(jié)構(gòu)。 - It's difficult to see push-out in a sentence. 用push-out造句挺難的
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