摘要
为验证和修正规范中规定的超高值(最大值及推荐值)在货车专用匝道应用的合理性,分析对比点质量-刚体(PMR)与点质量-悬挂(PMS)计算模型的优缺点,提出适用于大货车专用匝道的超高计算模型;参考日本规范,建立货车专用匝道的超高与横向力系数分配模型,并提出推荐值。运用Trucksim仿真软件,验证新的力学计算模型和分配模型提出的超高值合理性。结果表明:新提出货车专用匝道极限最小半径相较于规范值更合理。
In order to verify and revise the rationality of the application of the ultra-high value(maximum value and recommended value)specified in the specification in the special ramp of truck,it analyzes and compares the advantages and disadvantages of the calculation models of the point mass-rigid body(PMR)and the point mass-suspension(PMS),and proposes the ultra-superhigh calculation model suitable for the special ramp of trucks.According to the Japanese code,the distribution model of the ultra-high and transverse force coefficient of the special ramp for trucks is established and the recommended value is put forward.Trucksim simulation software is used to verify the rationality of the ultra-high values proposed according to the new mechanical calculation model and distribution model.The results show that according to the new mechanical model and distribution model,the new minimum radius of special ramp for trucks is more reasonable than the standard value.
作者
崔鹏飞
CUI Pengfei(China Highway Engineering Consulting Corporation,Beijing 100097,China)
出处
《路基工程》
2022年第1期139-145,共7页
Subgrade Engineering
