考虑制动力影响的大型客车舒适性分析

利用有限元法和动力平衡原理,建立了具有层间接触的沥青路面和13个自由度的大型客车人体三维模型。以不平顺作为激励,随机模拟车流分布,在不同制动情况下,从时域和频域两方面分析人-车-路耦合振动下车辆和人体的动力响应。时域分析采用客观评价标准和主观烦恼率相结合的方法,频域分析考虑人体共振、人的心理和生理因素。结果表明:随着制动力增大,人体的竖向加速度幅值不变,俯仰、侧倾加速度幅值都增大,但是俯仰加速度增幅远大于侧倾加速度的情况,人的舒适性变差,烦恼率增高;在紧急制动时,主频段对人体共振、心理和生理产生的影响很小,但是次主频段与人体某些器官固有频段重合,对人体共振、心理和生理产生的影响是不容忽视的。     

废旧橡胶改性沥青的老化研究现状

废旧橡胶改性沥青可显著延长路面寿命。本文综述了国内外废旧橡胶改性沥青的热氧老化、紫外老化和水老化行为,使用宏观性能和微观结构变化分析了橡胶改性沥青老化特点。橡胶改性沥青在热、氧、紫外、水的作用下发生老化,软化点升高,针入度降低,羰基含量增加。特别是光、氧老化对经过水老化后的橡胶改性沥青老化作用尤为明显,水溶解了部分老化产物促进了沥青的老化。目前对于橡胶改性沥青老化过程中胶粉、沥青的结构性能变化和其环境耦合因素对橡胶改性沥青的老化研究及分析手段还很少,在今后的研究中须引起重视。     

Influence of M w of LDPE and vinyl acetate content of EVA on the rheology of polymer modified asphalt

Asphalt binder was modified by low-density polyethylene (LDPE) and ethyl vinyl acetate (EVA) polymers to investigate the structure–property relationships of polymer-modified asphalt (PMA). The PMA was prepared in a high-shear blender at 160 °C. The optimum blending time (OBT) for each polymer was determined following a separate investigation. OBT was influenced by M_w, MWD, and polymer structure. The influence of M_w of LDPE and vinyl acetate (VA) content of EVA on PMAs was studied by rheological tools. Polymer modification improved the rheological properties of base asphalt. EVA–PMAs were found to be less temperature sensitive than LDPE-modified asphalts. LDPE modification increased flow activation energy (E_a) but EVA modification decreased E_a. Both VA content and M_w of LDPE have influenced the storage stability of PMAs. The low-temperature properties of PMAs and short ageing tests were not influenced by polymer type. On the other hand, the high-temperature properties of PMAs were strongly influenced by M_w of LDPE and VA content of EVA. Overall, EVA with low VA content showed the best temperature resistance to high- temperature deformations, the highest upper service temperature as well as the best storage stability.     

沥青混凝土面板低温疲劳破坏的实验研究

我国北方地区的土石坝和水池的防渗沥青混凝土面板,常出现低温裂缝。因此,对沥青混凝土在低温条件下的温度应力疲劳进行实验研究很有必要.本项研究研制了适用于沥青混凝土低温低周大变形的弯曲疲劳试验机,进行了沥青混凝土在不同低温下的疲劳破坏性能试验。对试验结果用粘弹性理论和推广的应变区分法(SRP)和应变能区分法(SEP)进行了分析,首次得出了沥青混凝土的疲劳寿命与弯曲应力、应变和应变能的关系,并试用于实际工程的予测.     

基于动量原理的大坡度沥青路面动水压力计算及影响因素分析Calculation and influence factors analysis for hydrodynamic pressure of asphalt pavement with large slope based on momentum theorem

在多雨地区长大纵坡沥青路面是雨天事故多发区域。应用动量定理，建立了沥青路面动水压力的力学计算模型，并系统分析了车辆荷载、行车速度和道路纵坡对动水压力的影响。结果表明，当水膜厚度＜3 mm时，动水压力随车速及车辆荷载的增大而增大，上坡时，动水压力随着纵坡坡度的增大而增大，下坡时，动水压力随着纵坡坡度的增大而减小。当水膜厚度＞3 mm时，动水压力随车速、车辆荷载增大而增大，上坡时，动水压力随着纵坡坡度的增大而增大，下坡时，动水压力随着纵坡坡度的增大呈先缓慢增加然后又缓慢减小的变化趋势；无论是上坡还是下坡，动水压力都随着车轮半径的增大而增大。本研究成果为多雨地区长大纵坡沥青路面重载交通高速行车易发生交通事故提供了理论分析依据。     

Nuclear-Electron Overhauser Effect in MC800 Liquid Asphalt Solutions

Experimental results on the extrapolated ultimate enhancement factors of o-, m-, and p-xylene protons at 1.53 mT are obtained for MC800 asphalt solutions. The ultimate enhancement factors are found such as ?26.9, ?25.7, and ?11.7 for o-, m-, and p-xylene, respectively. These results show that the solvent proton Overhauser effect cannot reach the extrapolated enhancement of ?330 in the extreme narrowing case because of occurrence of small scalar interactions in addition to the dipole–dipole interactions between solvent protons and asphalt electrons. The ortho, meta, and para positions of the –CH₃ group change the nature of the interactions. The nuclear magnetic resonance (NMR) signal enhancements exhibit a sensitive behavior depending on the chemical environment differing from isomer to isomer. The solvation or association of asphalt in xylene isomers at room temperature is revealed. Quantum chemical calculations for the xylene isomers with the electronic and optical properties; absorption wavelengths, excitation energy, atomic charges, dipole moment and frontier molecular orbital energies, molecular electrostatic potential; are carried out using the density functional theory (DFT) method (B3LYP) with the 6-311G(d,p) basis set by the standard Gaussian 09 software package program. The relative importance of scalar and translational dipolar interaction parameters determined in dynamic nuclear polarization experiments is explained by the electronic structure of HOMO–LUMO of the xylene isomers.     

利用三维随机模型分析沥青混合料的蠕变行为

将沥青混合料看作由粗骨料和沥青砂组成的两相复合材料,根据给定的级配生成凸多面体骨料,然后利用随机投放算法建立沥青混合料试样的三维随机模型.采用广义Maxwell模型刻画沥青砂的本构行为,其参数通过单轴蠕变实验获得.在对三维随机模型的有效性进行验证之后,采用参数化建模方法建立包含不同骨料分布、含量和级配的沥青混合料有限元模型,通过数值模拟研究骨料分布、含量和级配对沥青混合料蠕变行为的影响.结果表明:骨料分布对沥青混合料力学性质的影响较小;沥青混合料瞬时弹性模量随骨料含量的增加呈近似线性增大,而且弹性模量与骨料含量之间的关系曲线处于Paul上下边界内;在计算考虑的粒径范围内,骨料平均粒径越小,沥青混合料抵抗变形的能力越强.     

Multi-instrumental analysis of asphalts of archaeological interest

Use was made of thermal and other techniques to characterise three native asphalt samples. The purpose was to support archaeological investigations reconstructing their thermal history and composition. The first sample (from a Roman quarry in central Italy) proved to have 37% impurities, no sign of oxidation or degradation and to have never been heated to above 100°C. The second sample (from a Roman ship sunk south of France) was pure, but partially oxidised, with a saturated fraction in its structure. Analyses of the latter sample, obtained from the eye of a Thracian bronze head, revealed that the asphalt had been heated to over 100°C and then mixed with natural wax.     

采用J积分对沥青混合料抗裂性能进行评价

沥青混合料是一种由集料、胶浆和孔隙组成的非均质材料,一般被认为是一种粘弹性材料,其力学行为介于弹性和塑性之间,采用弹塑性断裂力学更适合评价沥青混合料的抗裂性能.J积分理论可以避开分析裂纹尖端附近复杂的应力应变场,物理意义明确,可以有效的评价沥青混合料的抗裂性能,断裂韧度JC可以很方便的采用预切缝的半圆弯拉试验直接获得.为了评价材料本身特性对断裂韧度JC影响,在MTS试验系统上进行了3种级配的沥青混合料的断裂韧度试验.采用基于数字图像处理技术的有限元方法对半圆弯拉试验进行了模拟,并将数值模拟的结果与试验的结果进行了对比分析.结论表明,断裂韧度JC可以作为一有效的评价沥青混合料抗裂性能的指标.     

An Effective Asphalt UV Blocking Material Based on Host‐Guest Schiff Base/Layered Double Hydroxides

The development of asphalt‐based UV blocking materials is important to extend the alphalt lifespan in road construction. In this work, we put forward that the fabrication of host‐guest system can be an effective way to obtain UV blocking materials. Firstly, a new anionic Schiff base, N ,N' ‐bis(salicylidine)‐4,4'‐diaminostilbene‐2,2'‐disulfonic acid (SDSD ), has been synthesized, which was intercalated into Zn‐Al‐LDH by anion‐exchange method. FT‐IR and XRD illustrate the layered organic–inorganic composite, Zn‐Al‐SDSD‐LDH , has been successfully synthesized with high crystallinity. Laser particle size analyzer, SEM and TEM show that particle size distributions of Zn‐Al‐SDSD‐LDH is in the range 100–500 nm. UV –vis absorption spectra show that Zn‐Al‐SDSD‐LDH has better UV absorption than the pristine Zn‐Al‐LDH and SDSD . Furthermore, the mixture of asphalt and 3 wt% Zn‐Al‐SDSD‐LDH presents enhanced UV blocking property relative to the pristine asphalt after irradiating by UV spray accelerated weathering test. Therefore, this work not only develops a new type of host‐guest Zn‐Al‐SDSD‐ LDH , but also confirms it can be an effective asphalt UV blocking material for practical application.