高韧性的PVA-HPFRCC具有很高的能量吸收能力,但强度通常较低.本文采用工业废料(粉煤灰、硅灰等)替代部分水泥来制备高强度的PVA-HPFRCC,并研究粉煤灰、硅灰掺量以及PVA纤维体积掺量对高强度HPFRCC的弯曲行为的影响.研究结果表明:大掺量粉煤灰替代水泥可有效改善HPFRCC的应变-硬化特性,当粉煤灰掺量达到胶凝材料重量的60%时,其应变-硬化特性发挥的最为明显;增加PVA纤维体积掺量可提高HPFRCC的抗弯承载力和达到极限荷载时的变形能力,硅灰则降低了HPFRCC的韧性.
参考文献
[1] | 徐世烺,李贺东.超高韧性水泥基复合材料研究进展及其工程应用[J].土木工程学报,2008(06):45-60. |
[2] | Gregor Fischer;Victor C. Li .Intrinsic Response Control of Moment-Resisting Frames Utilizing Advanced Composite Materials and Structural Elements[J].ACI structural journal,2003(2):166-176. |
[3] | BILLINGTON S L;YOON J K .Cyclic response of precast bridge columns with ductile fiber-reinforced concrete[J].Journal of Bridge Engineering,2004,9(04):353-363. |
[4] | LI Victor C,张亚梅.高延性纤维增强水泥基复合材料的研究进展及应用[J].硅酸盐学报,2007(04):531-536. |
[5] | 高淑玲,徐世烺.PVA纤维增强水泥基复合材料拉伸特性试验研究[J].大连理工大学学报,2007(02):233-239. |
[6] | Gustavo J. Parra-Montesinos .High-Performance Fiber-Reinforced Cement Composites: An Alternative for Seismic Design of Structures[J].ACI structural journal,2005(5):668-675. |
[7] | Fischer G;Li V.C .Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions[J].ACI Structural Journal,2002,99(06):781-790. |
[8] | Li V.C et al.On the shear behavior of ECC[J].Journal of Adv Cem Based Mater,1994,1(03):142-1491. |
[9] | Kabele,P;Kanakubo,T.Experimental and Numerical Investigation of Shear behavior of PVA-ECC in Structural Elements[A].Reinhardt and Naaman,2007:137-146. |
[10] | Mustafa Sahmaran;Mohamed Lachemi,V.C .Li_ Assessing the Durability of Engineered Cementitious Composites Under Freezing and Thawing Cycles[J].Journal of ASTM International,2009,6(07):1-13. |
[11] | Wang,S;V.C.Li.Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composites:Material Design and Performances[A].Honolulu,Hawaii,USA,2005:23-26. |
[12] | Keoleian G.A.Life cycle modeling of concrete bridge desgin:comparision of ECC link slabs and conventional steel expansion joints[J].ASCE Journal of Infrastructure systems,2005:51-60. |
[13] | Yun Yong Kim;Gregor Fischer;Victor C. Li .Performance of Bridge Deck Link Slabs Designed with Ductile Engineered Cementitious Composite[J].ACI structural journal,2004(6):792-801. |
[14] | Song,G;G.van Zijl.Tailoring ECC for commercial application[A].Varenna,Lake Como,Italy,2004:1391-1400. |
[15] | Alexander MG;Magee BJ.Durability performance of concrete containing condensed silica fume[J].Cement and Concrete Research,1999(29):917-922. |
[16] | Martinola,G;M.F.Baeuml;F.H.Wittmann .Modified ECC by Means of Internal Impregnation[J].Journal of Advanced Concrete Technology,2004,12(02):207-212. |
上一张
下一张
上一张
下一张
计量
- 下载量()
- 访问量()
文章评分
- 您的评分:
-
10%
-
20%
-
30%
-
40%
-
50%