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教学楼设计---开题报告、外文翻译、文献综述(5)

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腐蚀并将在[9] 中讨论,在此将不做讨论。

2.3 在工厂的变化规模

机上的钢筋规模审查三个条件:(一)禁止验收未嵌入的混凝土,(二)被嵌入而未受腐蚀的二十八个月(三)被嵌入在混凝土中与氯化物接触,在混凝土裂缝18个月而未受腐蚀。对钢筋(约15毫米长的小部分)是安装在热安装材料等,他们的横截面可以审查。然后,他们被地面和抛光1μm的镀金和防止在电子显微镜充电。随后的章节中看到乔尔孖士打律师- 6460扫描电子显微镜(教统局局长)根据二次电子(SE)和背散射电子(BSE)的模式。机元素的分析,获得大规模使用牛津仪器IncaX视线能谱与ATW2窗口,是连接到扫描电镜(EDS)等检测。

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参考

[1]T.D.Marcotte,Characterization of chloride-induced corrosion products that form in steel-reinforced cementitious materials,PhD Thesis in Mechanical Engineering. 2001,University of Waterloo:Waterloo,Canada.

[2]J.G.Cabrera,Deterioration

of

concrete

due

to

reinforcement

steel

corrosion,Cement and Concrete Composites 18(1)(1996)47–59.

[3]C.Andrade,C.Alonso,F.J.Molina,Cover cracking as a function of bar corrosion:part I—experimental test,Materials and Structures 26(8)(1993)453–464.

[4]C.M.Hansson,Discussion of corrosion effects on bond strength in reinforced concrete.Paper by Kyle Stanish,R.D.Hooton,S.J.Pantazopoulou,ACI Structural Journal 97(5)(2000)789–790.

[5]A.Poursaee,C.M.Hansson,Potential pitfalls in assessing chloride-induced corrosion of steel in concrete.Cement and Concrete Research,submitted for publication.

[6]M.L.Allan,Probability of corrosion induced cracking in reinforced concrete,Cement and Concrete Research 25(6)(1995)1179–1190.

[7]A.K.M.F.Uddin,K.Numata,J.Shimasaki,M.Shigeishi,M.Ohtsu,Mechanisms of crack propagation due to corrosion of reinforcement in concrete by AE-SiGMA and BEM,Construction and Building Materials 18(3)(2004)181–188.

[8]M.Ohtsu,S.Yosimura,Analysis of crack propagation and crack initiation due to corrosion of reinforcement,Construction and Building Materials 11(7–8)(1997) 437–442.

[9]S.J.Jaffer,C.M.Hansson,The in?uence of cracks on chloride-induced corrosion of steel in ordinary Portland cement and high performance concretes subjected to different loading conditions,Corrosion Science 50(12)(2008)3343–3355.

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[10]K.Suzuki,Y.Ohno,S.Praparntanatorn,H.Tamura,Mechanism of steel corrosion in cracked concrete,International Symposium on Corrosion of Reinforcement in Concrete Construction(3rd),Elsevier Applied Science,Wishaw,England,1990.

[11]K.Suda,S.Misra,K.Motohashi,Corrosion products of reinforcing bars embedded in concrete,Corrosion Science 35(5–8)(1993)1543–1549.

[12]K.K.Aligizaki,M.R.de Rooij,D.D.Macdonald,Analysis of iron oxides accumulating at the interface between aggregates and cement paste,Cement and Concrete Research 30(12)(2000)1941–1945.

[13]T.D.Marcotte,C.M.Hansson,The in?uence of silica fume on the corrosion resistance of steel in high performance concrete exposed to simulated seawater,Journal of Materials Science 38(23)(2003)4765–4776.

[14]T.D.Marcotte,C.M.Hansson,A comparison of the chloride-induced corrosion products from steel reinforced industrial standard versus high performance concrete exposed to simulated sea water,International Symposium on High-Performance and Reactive Powder Concretes,University Sherbrooke,Sherbrooke,Québec,Canada,1998.

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