{"title":"基于Arrhenius模型的SBS/CR改性沥青高温性能及温度敏感性分析","authors":"Wen Tian , Chunhua Hu","doi":"10.1016/j.conbuildmat.2025.141298","DOIUrl":null,"url":null,"abstract":"<div><div>The response of modified asphalt binders to temperature exhibits considerable variability depending on the binder type and composition. This variability can lead to biases in evaluating high-temperature performance. This study comprehensively evaluates the high-temperature rheological properties and thermal stability of SBS-modified and crumb rubber (CR)-modified bitumen, utilizing Dynamic Shear Rheometer, FM, FTIR, TGA-DSC tests. The findings indicate that mechanical properties—including dynamic shear modulus, rutting factor, non-recoverable creep compliance, and zero shear viscosity—adhere to Arrhenius behavior as a function of temperature, yet phase angle presents non-Arrhenius characteristics. The thermal dependence of mechanical properties is quantified by the Arrhenius model parameter activation energy (<em>E</em><sub>a</sub>), with <em>E</em><sub>a</sub> values varying by binder type, polymer content, and test method. Specifically, the rutting factor exhibits weak temperature dependence for all binders, likely due to test conditions of linear elasticity and small strain. Furthermore, the <em>E</em><sub>a</sub> parameter of viscoelastic properties of SBS and CR binders shows a nonlinear frequency dependence within the experimental frequency range (0.01 Hz to 10 Hz). Increasing polymer concentration, the response of <em>E</em><sub>a</sub> to frequency changes accelerated. TGA-DSC testing revealed that CR and SBS raise the initial decomposition temperature of pure asphalt by 6.1 % and 5.4 %, respectively, while the thermal decomposition of SBS accelerated mass loss in the modified asphalt. FTIR analysis showed that CR formed chemical bonds with asphalt, while SBS provided physical modification. During aging, storage modulus showed greater aging sensitivity than loss modulus, making it a better indicator of aging resistance. A refined ranking parameter <span><math><mrow><mo>[</mo><mrow><mfrac><mrow><msub><mrow><mi>E</mi></mrow><mrow><mi>a</mi></mrow></msub></mrow><mrow><mrow><msup><mrow><mi>G</mi></mrow><mo>*</mo></msup></mrow><mo>/</mo><mrow><mi>sin</mi><mspace></mspace><mi>δ</mi></mrow></mrow></mfrac></mrow><mo>]</mo></mrow></math></span>was proposed based on rheological theory and the Arrhenius model applied across a wide temperature range. The parameter not only enhances the evaluation of the rutting factor in the SHRP system but also provides an important reference for considering temperature sensitivity in high-temperature specifications.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"476 ","pages":"Article 141298"},"PeriodicalIF":8.0000,"publicationDate":"2025-04-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Arrhenius model-based analysis of high-temperature properties and temperature sensitivity of SBS/CR modified asphalt\",\"authors\":\"Wen Tian , Chunhua Hu\",\"doi\":\"10.1016/j.conbuildmat.2025.141298\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The response of modified asphalt binders to temperature exhibits considerable variability depending on the binder type and composition. This variability can lead to biases in evaluating high-temperature performance. This study comprehensively evaluates the high-temperature rheological properties and thermal stability of SBS-modified and crumb rubber (CR)-modified bitumen, utilizing Dynamic Shear Rheometer, FM, FTIR, TGA-DSC tests. The findings indicate that mechanical properties—including dynamic shear modulus, rutting factor, non-recoverable creep compliance, and zero shear viscosity—adhere to Arrhenius behavior as a function of temperature, yet phase angle presents non-Arrhenius characteristics. The thermal dependence of mechanical properties is quantified by the Arrhenius model parameter activation energy (<em>E</em><sub>a</sub>), with <em>E</em><sub>a</sub> values varying by binder type, polymer content, and test method. Specifically, the rutting factor exhibits weak temperature dependence for all binders, likely due to test conditions of linear elasticity and small strain. Furthermore, the <em>E</em><sub>a</sub> parameter of viscoelastic properties of SBS and CR binders shows a nonlinear frequency dependence within the experimental frequency range (0.01 Hz to 10 Hz). Increasing polymer concentration, the response of <em>E</em><sub>a</sub> to frequency changes accelerated. TGA-DSC testing revealed that CR and SBS raise the initial decomposition temperature of pure asphalt by 6.1 % and 5.4 %, respectively, while the thermal decomposition of SBS accelerated mass loss in the modified asphalt. FTIR analysis showed that CR formed chemical bonds with asphalt, while SBS provided physical modification. During aging, storage modulus showed greater aging sensitivity than loss modulus, making it a better indicator of aging resistance. A refined ranking parameter <span><math><mrow><mo>[</mo><mrow><mfrac><mrow><msub><mrow><mi>E</mi></mrow><mrow><mi>a</mi></mrow></msub></mrow><mrow><mrow><msup><mrow><mi>G</mi></mrow><mo>*</mo></msup></mrow><mo>/</mo><mrow><mi>sin</mi><mspace></mspace><mi>δ</mi></mrow></mrow></mfrac></mrow><mo>]</mo></mrow></math></span>was proposed based on rheological theory and the Arrhenius model applied across a wide temperature range. The parameter not only enhances the evaluation of the rutting factor in the SHRP system but also provides an important reference for considering temperature sensitivity in high-temperature specifications.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"476 \",\"pages\":\"Article 141298\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-04-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825014461\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825014461","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
摘要
改性沥青胶结料对温度的反应因胶结料类型和成分的不同而有很大差异。这种变化会导致高温性能评估出现偏差。本研究利用动态剪切流变仪、FM、傅立叶变换红外光谱、TGA-DSC 测试,全面评估了 SBS 改性沥青和橡胶屑 (CR) 改性沥青的高温流变特性和热稳定性。研究结果表明,机械性能(包括动态剪切模量、车辙系数、不可恢复蠕变顺应性和零剪切粘度)与温度的函数关系符合阿伦尼乌斯行为,但相位角呈现非阿伦尼乌斯特征。机械特性的热依赖性由阿伦尼乌斯模型参数活化能(Ea)来量化,Ea 值因粘合剂类型、聚合物含量和测试方法而异。具体而言,所有粘结剂的车辙系数都表现出微弱的温度依赖性,这可能是由于线性弹性和小应变的测试条件所致。此外,SBS 和 CR 粘合剂粘弹性能的 Ea 参数在实验频率范围(0.01 Hz 至 10 Hz)内显示出非线性频率依赖性。聚合物浓度越高,Ea 对频率变化的响应越快。TGA-DSC 测试显示,CR 和 SBS 分别将纯沥青的初始分解温度提高了 6.1% 和 5.4%,而 SBS 的热分解加速了改性沥青的质量损失。傅立叶变换红外分析表明,CR 与沥青形成了化学键,而 SBS 则提供了物理改性。在老化过程中,储存模量比损耗模量显示出更高的老化敏感性,使其成为抗老化性的更好指标。在流变学理论和阿伦尼乌斯模型的基础上,提出了一个适用于较宽温度范围的细化等级参数[EaG*/sinδ]。该参数不仅增强了 SHRP 系统中车辙系数的评估,还为考虑高温规范中的温度敏感性提供了重要参考。
Arrhenius model-based analysis of high-temperature properties and temperature sensitivity of SBS/CR modified asphalt
The response of modified asphalt binders to temperature exhibits considerable variability depending on the binder type and composition. This variability can lead to biases in evaluating high-temperature performance. This study comprehensively evaluates the high-temperature rheological properties and thermal stability of SBS-modified and crumb rubber (CR)-modified bitumen, utilizing Dynamic Shear Rheometer, FM, FTIR, TGA-DSC tests. The findings indicate that mechanical properties—including dynamic shear modulus, rutting factor, non-recoverable creep compliance, and zero shear viscosity—adhere to Arrhenius behavior as a function of temperature, yet phase angle presents non-Arrhenius characteristics. The thermal dependence of mechanical properties is quantified by the Arrhenius model parameter activation energy (Ea), with Ea values varying by binder type, polymer content, and test method. Specifically, the rutting factor exhibits weak temperature dependence for all binders, likely due to test conditions of linear elasticity and small strain. Furthermore, the Ea parameter of viscoelastic properties of SBS and CR binders shows a nonlinear frequency dependence within the experimental frequency range (0.01 Hz to 10 Hz). Increasing polymer concentration, the response of Ea to frequency changes accelerated. TGA-DSC testing revealed that CR and SBS raise the initial decomposition temperature of pure asphalt by 6.1 % and 5.4 %, respectively, while the thermal decomposition of SBS accelerated mass loss in the modified asphalt. FTIR analysis showed that CR formed chemical bonds with asphalt, while SBS provided physical modification. During aging, storage modulus showed greater aging sensitivity than loss modulus, making it a better indicator of aging resistance. A refined ranking parameter was proposed based on rheological theory and the Arrhenius model applied across a wide temperature range. The parameter not only enhances the evaluation of the rutting factor in the SHRP system but also provides an important reference for considering temperature sensitivity in high-temperature specifications.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.