Academic Journal

两款沥青路面结构电算程序非均布接触应力数值模拟技术评析.

Bibliographic Details
Title: 两款沥青路面结构电算程序非均布接触应力数值模拟技术评析. (Chinese)
Alternate Title: Assessment of Two Computer Programs for Simulating Non-uniform Contact Pressure on Asphalt Pavement Structures. (English)
Authors: 路洋晨, 蒋鑫, 陈戈, 崔灿扬, 李政贤
Source: Transportation Science & Technolgy; Oct2025, Vol. 51 Issue 5, p29-35, 7p
Subject Terms: Asphalt pavements, Computer simulation, Deformations (Mechanics), Finite element method, Computer software, Strains & stresses (Mechanics)
Abstract (English): Contact pressure between tires and asphalt pavement structures exhibits strong nonuniform distribution characteristics. Pavement mechanical responses under such conditions can be obtained efficiently by numerical simulation. Two specialpurpose programs, Everstress FE developed by 3D finite element method and 3DMove Analysis developed by 3D continuumbased finitelayer approach, were assessed in this study. Their computational principles for simulating nonuniform contact pressure were systematically investigated, and their technical characteristics and differences were compared. Verification was conducted through one case study, and the mechanical responses such as road surface deflection, horizontal tensile strain at the bottom of asphalt mixture layers, and vertical compressive strain at the top of soil foundation were compared. The results demonstrate both programs provide reliable simulations, with good agreement observed in asphalt pavement analysis of nonuniform contact stress in asphalt pavement structures. Both offer efficient and practical solutions for the specified problems. [ABSTRACT FROM AUTHOR]
Abstract (Chinese): 轮胎与沥青路面结构之间的接触应力呈现显著的非均匀分布特征, 借助数值模拟方法方可高效求解非均布接触应力作用下沥青路面结构力学响应。文中选取 2 款计算机程序————基于三维有限元法的 Everstress FE 与基于三维连续有限层法的 3 D -Move Analysis, 剖析用于非均布接触应力数值模拟时二者的宏观原理、特点与差异, 结合某具体算例, 对比路表弯沉、沥青混合料层层底水平拉应变和土基顶面竖向压应变等力学响应。结果表明, 2 款程序在沥青路面结构非均布接触应力数值模拟中均具有较高的可靠性, 二者计算结果吻合度较好, 可实现方便高效地计算。 [ABSTRACT FROM AUTHOR]
Copyright of Transportation Science & Technolgy is the property of Transportation Science & Technology Editorial Office and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Complementary Index
FullText Text:
  Availability: 0
Header DbId: edb
DbLabel: Complementary Index
An: 188890733
RelevancyScore: 1023
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 1023.09039306641
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: 两款沥青路面结构电算程序非均布接触应力数值模拟技术评析. (Chinese)
– Name: TitleAlt
  Label: Alternate Title
  Group: TiAlt
  Data: Assessment of Two Computer Programs for Simulating Non-uniform Contact Pressure on Asphalt Pavement Structures. (English)
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22路洋晨%22">路洋晨</searchLink><br /><searchLink fieldCode="AR" term="%22蒋鑫%22">蒋鑫</searchLink><br /><searchLink fieldCode="AR" term="%22陈戈%22">陈戈</searchLink><br /><searchLink fieldCode="AR" term="%22崔灿扬%22">崔灿扬</searchLink><br /><searchLink fieldCode="AR" term="%22李政贤%22">李政贤</searchLink>
– Name: TitleSource
  Label: Source
  Group: Src
  Data: Transportation Science & Technolgy; Oct2025, Vol. 51 Issue 5, p29-35, 7p
– Name: Subject
  Label: Subject Terms
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22Asphalt+pavements%22">Asphalt pavements</searchLink><br /><searchLink fieldCode="DE" term="%22Computer+simulation%22">Computer simulation</searchLink><br /><searchLink fieldCode="DE" term="%22Deformations+%28Mechanics%29%22">Deformations (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Computer+software%22">Computer software</searchLink><br /><searchLink fieldCode="DE" term="%22Strains+%26+stresses+%28Mechanics%29%22">Strains & stresses (Mechanics)</searchLink>
– Name: AbstractNonEng
  Label: Abstract (English)
  Group: Ab
  Data: Contact pressure between tires and asphalt pavement structures exhibits strong nonuniform distribution characteristics. Pavement mechanical responses under such conditions can be obtained efficiently by numerical simulation. Two specialpurpose programs, Everstress FE developed by 3D finite element method and 3DMove Analysis developed by 3D continuumbased finitelayer approach, were assessed in this study. Their computational principles for simulating nonuniform contact pressure were systematically investigated, and their technical characteristics and differences were compared. Verification was conducted through one case study, and the mechanical responses such as road surface deflection, horizontal tensile strain at the bottom of asphalt mixture layers, and vertical compressive strain at the top of soil foundation were compared. The results demonstrate both programs provide reliable simulations, with good agreement observed in asphalt pavement analysis of nonuniform contact stress in asphalt pavement structures. Both offer efficient and practical solutions for the specified problems. [ABSTRACT FROM AUTHOR]
– Name: AbstractNonEng
  Label: Abstract (Chinese)
  Group: Ab
  Data: 轮胎与沥青路面结构之间的接触应力呈现显著的非均匀分布特征, 借助数值模拟方法方可高效求解非均布接触应力作用下沥青路面结构力学响应。文中选取 2 款计算机程序————基于三维有限元法的 Everstress FE 与基于三维连续有限层法的 3 D -Move Analysis, 剖析用于非均布接触应力数值模拟时二者的宏观原理、特点与差异, 结合某具体算例, 对比路表弯沉、沥青混合料层层底水平拉应变和土基顶面竖向压应变等力学响应。结果表明, 2 款程序在沥青路面结构非均布接触应力数值模拟中均具有较高的可靠性, 二者计算结果吻合度较好, 可实现方便高效地计算。 [ABSTRACT FROM AUTHOR]
– Name: Abstract
  Label:
  Group: Ab
  Data: <i>Copyright of Transportation Science & Technolgy is the property of Transportation Science & Technology Editorial Office and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=edb&AN=188890733
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.3963/j.issn.1671-7570.2025.05.006
    Languages:
      – Code: chi
        Text: Chinese
    PhysicalDescription:
      Pagination:
        PageCount: 7
        StartPage: 29
    Subjects:
      – SubjectFull: Asphalt pavements
        Type: general
      – SubjectFull: Computer simulation
        Type: general
      – SubjectFull: Deformations (Mechanics)
        Type: general
      – SubjectFull: Finite element method
        Type: general
      – SubjectFull: Computer software
        Type: general
      – SubjectFull: Strains & stresses (Mechanics)
        Type: general
    Titles:
      – TitleFull: 两款沥青路面结构电算程序非均布接触应力数值模拟技术评析.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: 路洋晨
      – PersonEntity:
          Name:
            NameFull: 蒋鑫
      – PersonEntity:
          Name:
            NameFull: 陈戈
      – PersonEntity:
          Name:
            NameFull: 崔灿扬
      – PersonEntity:
          Name:
            NameFull: 李政贤
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 10
              Text: Oct2025
              Type: published
              Y: 2025
          Identifiers:
            – Type: issn-print
              Value: 16717570
          Numbering:
            – Type: volume
              Value: 51
            – Type: issue
              Value: 5
          Titles:
            – TitleFull: Transportation Science & Technolgy
              Type: main
ResultId 1