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首先通过挤压成型技术制备出宽厚比为12.5的聚乙烯醇(PVA)短纤维增强地聚合物基复合材料薄板(SFRGC),然后利用Radmana冲击试验机系统研究了不同纤维体积分数和粉煤灰掺量的SFRGC在高速冲击载荷作用下的力学响应行为.通过激光粒度仪(LSA)、X射线衍射(XRD)、扫描电镜(SEM)等微观测试手段分析了SFRGC的微观结构和冲击破坏机制,结果表明,PVA短纤维的加入改变了地聚合物的冲击破坏模式:由脆性破坏变为延性破坏;对于不掺或掺加少量粉煤灰(≤10 wt%)的地聚合物基复合材料冲击强度高、韧性大,然而当大量粉煤灰(≥30 wt%)加入后,地聚合物基复合材料的冲击强度和韧性显著下降.另外,对SFRGC在20次冻融和1个月硫酸侵蚀作用后的冲击响应进行了研究,探讨了SFRGC在严酷环境条件下的耐久性能.

参考文献

[1] Davidovits J.Geopolymers and geopolymeric new materials[J].Journal of Thermal Analysis,1989,35(2):429-441.
[2] Davidovits J,Davidovits M.Geopolymer:Ultrahightemperature tooling material for the manufacture of advanced composites[C] // Adsit R,Gordaninejad F.36th Annual SAMPE Symposium and Exhibition.Covina,USA:CA Press,1991,36(2):1939-1949.
[3] Davidovits J.Geopolymer cement to minimize carbon-dioxide greenhouse-warming[C] // Moukwa M,Sarkar S L,Luke K,Grutzeck M W.Cement-Based Materials:Present,Future and Environmental Aspects.America:American Ceramic Society,1993:165-182.
[4] Davidovits J.Properties of geopolymer cement[C] // (S)kvara F.Proceedings 1st International Conference on Alkaline Cements and Concretes.Kiev Ukraine:Scientific Research Institute on Binders and Materials,Kiev State Technical University,1994:131-149.
[5] Lyon R E,Foden A,Balaguru P N,Davidovits M,Davidovits J.Fire-resistant aluminosilicate composites[J].Journal Fire and Materials,1997,21(2):67-73.
[6] Davidovits J.High alkali cements for 21st century concretes[C]// Mehta P K.Concrete Technology,Past,Present,and Future:SP-144.Detroit,America:American Concrete Institute,1994:383-397.
[7] Davidovits J.Geopolymer chemistry and properties[C] //Davidovits J,Orlinsl J.Proceedings of the First European Conference on Soft Mineralogy.France:The Geopolymer Institute,1988:25-48.
[8] Hongling W,Haihong L,Fengyuan Y.Synthesis and mechanical properties of metakaolinite-based geopolymer[J].Colloids and Surfaces At Physicochemical and Engineering Aspects,2005,268(1/3):1-6.
[9] Bakharev T.Resistance of geopolymer materials to acid attack[J].Cement and Concrete Research,2005,35(4):658-670.
[10] Sofi M,van Deventer J S J,Mendis P A.Engineering properties of inorganic polymer concretes (IPCs)[J].Cement and Concrete Research,2007,37(2):251-257.
[11] Duxson P,Provis J L,Lukey G C.The role of inorganic polymer technology in the development of green concrete[J].Cement and Concrete Research,2007,37(12):1590-1597.
[12] Nowak R.Geopolymer concrete opens to reduce CO2 emissions[J].The New Scientist,2008,197(2640),28-29.
[13] Shah S P.Toughening of cement-based materials with fiber reinforcement[J].Material Research Society Symposium Proceedings,1991,211:3-13.
[14] Li V C,Leung C K.Steady-state and multiple cracking of short random fiber composites[J].Journal of Engineering Mechanics,1992,118(11):2246-2264.
[15] Mindess S,Banthia N,Yan C.The fracture toughness of concrete under impact loading[J].Cement and Concrete Research,1987,17(2):231-241.
[16] Naaman A E,Homrich J R.Tensile stress-strain properties of SIFCON[J].ACI Materials Journal,1989,86(3),244-251.
[17] Grimer F J,Ali M A.The strengths of cements reinforced with glass fiber[J].Magazine of Concrete Research,1969,21(66),23-30.
[18] Wiliden J E.A guide to the art of asbestos cement[M].London,J E Williden Publishers,1986,120-160.
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