Finite element analysis of overlay incorporating stress absorbing membrane interlayers against reflective cracking

A wheel tracking test was modelled to gain better understanding of the deflection and stress-strain distribution in an overlaid cracked pavements with and without membrane interlayer （SAMI）. For this purpose, commercial finite element software Abaqus 6.7-1 was used. Two different models were conside...

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Bibliographic Details
Published inJournal of modern transportation Vol. 22; no. 2; pp. 104 - 111
Main Authors Ogundipe, O. M., Thom, N. H., Collop, A. C.
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer Berlin Heidelberg 01.06.2014
Springer Nature B.V
Civil Engineering Department, Ekiti State University, Ado-Ekiti, Nigeria%NTEC, University of Nottingham, Nottingham, UK%Faculty of Technology, De-Montfort University, Leicester, UK
Subjects
Absorption
Automotive Engineering
Deflection
Engineering
Finite element analysis
Finite element method
Foundations
Geoengineering
Hydraulics
Interlayers
Mathematical analysis
Mathematical models
Membranes
Pavements
Regional/Spatial Science
反射裂缝
叠加
合并
吸收膜
夹层
应力应变分布
有限元分析
线性弹性模型
Interlayers
Overlay
Stress
Crack
Strain
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Summary:A wheel tracking test was modelled to gain better understanding of the deflection and stress-strain distribution in an overlaid cracked pavements with and without membrane interlayer （SAMI）. For this purpose, commercial finite element software Abaqus 6.7-1 was used. Two different models were considered, one incorporating stress absorbing membrane interlayers （SAMIs） and the other without SAMI. In the study, full bond condition was assumed for the boundaries between the layers, and a linear elastic model was used for the analysis. The results show that introduction of SAMI caused greater deflection of the pavement. It is found that although with SAMIs, low stiffness is required, a very low stiffness may yield undesirable results. The results show that the introduction of SAMIs results in high strain concentration around the crack region, whilst the strain in the overlay is smaller than the values predicted in the models without SAMIs.
Bibliography:A wheel tracking test was modelled to gain better understanding of the deflection and stress-strain distribution in an overlaid cracked pavements with and without membrane interlayer （SAMI）. For this purpose, commercial finite element software Abaqus 6.7-1 was used. Two different models were considered, one incorporating stress absorbing membrane interlayers （SAMIs） and the other without SAMI. In the study, full bond condition was assumed for the boundaries between the layers, and a linear elastic model was used for the analysis. The results show that introduction of SAMI caused greater deflection of the pavement. It is found that although with SAMIs, low stiffness is required, a very low stiffness may yield undesirable results. The results show that the introduction of SAMIs results in high strain concentration around the crack region, whilst the strain in the overlay is smaller than the values predicted in the models without SAMIs.
51-1739/U
Overlay ; Interlayers ; Crack - Strain; Stress
ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
ISSN:2095-087X
2662-4745
2196-0577
2662-4753
DOI:10.1007/s40534-014-0039-x