期刊文献+

木屑基生物油再生老化沥青的疲劳特性研究

Fatigue Characteristic of Wood Dust-Based Bio-oil Regenerate Aged Asphalt
下载PDF
导出
摘要 为分析木屑裂解制备的生物油对老化沥青疲劳特性的影响,采用动态剪切流变仪(DSR)在应力控制模式下对生物油再生老化沥青进行流变试验以评价其疲劳特性。选取复数剪切模量降低至50%时对应的剪切次数(N_(f50)),耗散能变化率拐点(N_(fm)),沥青复数模量变化曲线拐点所对应的循环加载次数(N_(fG*))作为疲劳特性评价指标,研究不同生物油含量、不同老化程度及不同应力水平对生物油再生老化沥青疲劳特性的影响,并分析生物油再生老化沥青的官能团变化。结果表明:不同测试条件下,生物油再生老化沥青的疲劳寿命评价指标具有一致的排序性,即N_(fG*)>N_(fm)>N_(f50);生物油的最佳含量在15%~20%之间。各指标中N_(fG*)对再生沥青的疲劳性能评价区分度最大、N_(f50)最易得到。生物油可降低老化沥青中亚砜基官能团的含量,增加羰基官能团及低波数指纹区的含量,促进老化沥青的再生。 In order to analyze the influence of bio-oil prepared from wood dust pyrolysis on the fatigue characteristics of aged asphalt,dynamic shear rheometer(DSR)was used to conduct rheological tests on bio-oil regenerate aged asphalt(BRAA)under stress control mode to evaluate its fatigue characteristics.The corresponding number of shear times when the complex shear modulus decreased to 50%(N_(f50)),the inflection point of the dissipated energy change rate(N_(fm))and the number of cyclic loading times corresponding to the inflection point of the asphalt complex modulus change curve(N_(fG*))were selected as the evaluation indexes of fatigue performance.The effects of different bio-oil contents,different aging degrees and different stress levels on the fatigue characteristics of BRAA were studied.And the functional group changes of BRAA were also analyzed.The results show that under different testing conditions,the evaluation indexes of fatigue life of BRAA have a consistent ranking,namely N_(fG*)>N_(fm)>N_(f50).The optimal content of bio-oil is ranged from 15%to 20%.Among all evaluation indexes of BRAA,N_(fG*)has the highest and easiest discrimination in evaluating the fatigue performance of recycled asphalt,N_(f50)is simple and efficient.Bio-oil can reduce the content of sulfoxide functional groups in the aged asphalt,increase the content of carbonyl functional groups and low wave number fingerprint regions and promote the regeneration of aged asphalt.
作者 周新星 ZHOU Xinxing(Institute of Resources and Environmental Engineering,Shanxi University,Taiyuan 030031,Shanxi,China;State Key Laboratory of Silicate Materials for Architecture,Wuhan University of Technology,Wuhan 430071,Hubei,China)
出处 《重庆交通大学学报(自然科学版)》 CAS CSCD 北大核心 2023年第9期57-62,共6页 Journal of Chongqing Jiaotong University(Natural Science)
基金 国家自然科学基金项目(52008235) 山西省科技成果转化引导专项项目(201804D131034,202204021301075)。
关键词 道路工程 木屑 生物油 老化沥青 再生 疲劳特性 highway engineering wood dust bio-oil aged asphalt regenerate fatigue performance
  • 相关文献

参考文献6

二级参考文献46

  • 1郑健龙,吕松涛,田小革.基于损伤力学的沥青混合料疲劳寿命预估[J].中外公路,2005,25(3):94-98. 被引量:6
  • 2刘伟民,黄晓明.基于耗散能原理的沥青混合料疲劳特性分析[J].河南科技大学学报(自然科学版),2006,27(2):23-25. 被引量:7
  • 3谢军,郭忠印.沥青混合料疲劳响应模型试验研究[J].公路交通科技,2007,24(5):21-25. 被引量:27
  • 4FINN F,SARAF C,KULKARNI R,et al. The Use of Distress Prediction Subsystem for the Design of Pave- ment Structures[C]//TRB. Proceedings of the Fourth International Conference on the Structural Design of Asphalt Pavements. Washington DC: TRB, 1977: 3 38.
  • 5Asphalt Institute. Research and Development of the Asphalt Institute's Thickness Design Manual (MS-1 ), 9th ed. , Research Report 82-2[R]. Lexington : As phalt Institute, 1982.
  • 6DI BENEDETTO H,DE LA ROCHE C, BAAJ H, et al. Fatigue of Bituminous Mixtures [J]. Materials and Structures, 2004,37 (3) : 202-216.
  • 7LOIZOS A, PARTI. M N, SCARPAS T, et al. Ad vanced Testing and Characterization of Bituminous Materials[M]. London: CRC Press, 2009.
  • 8BELAPORTE B, VAN ROMPU J, CHAVEROT P, et al. New Procedure to Evaluate Fatigue of Bitumi nous Mastics Using an Annular Shear Rheometer Prototype[C]//TRB. Proceedings of the 6th RILEM International Conference on Cracking in Pavements. Washington DC : TRB, 2008 : 457-467.
  • 9KIM Y R. Modeling of Asphalt Concrete[M]. New York : McGraw-Hill Professional, 2009.
  • 10SOLTANI A,ANDERSON D A. New Fatigue Proto col to Measure Fatigue Damage in Asphalt Mixtures [J]. Road Materials and Pavement Design, 2005, 6 (4) :486 -514.

共引文献82

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部