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    Modeling Measured 3D Tire Contact Stresses in a Viscoelastic FE Pavement Model

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 003
    Author:
    Ronald Blab
    ,
    John T. Harvey
    DOI: 10.1061/(ASCE)1532-3641(2002)2:3(271)
    Publisher: American Society of Civil Engineers
    Abstract: Three‐dimensional (3D) contact stresses occurring between the road surface and the tire that were measured with the South African Vehicle Road Surface Pressure Transducer Array (VRSPTA) device under a moving wheel are transformed to a corresponding force/stress pattern representing the actual contact stress state under the tire by means of a software program. In combination with a dynamic load function such force patterns derived from these Stress‐in‐Motion (SIM) measurements with the VRSPTA device are used to introduce a more advanced load representation of the tire‐pavement interface into a three‐dimensional (3D) finite element (FE) model. Further, a method is presented to derive viscoelastic material properties of asphalt concrete (AC) mixes from dynamic frequency sweep shear (FS‐S) tests of lab specimens or field cores that can be used to define material behavior of the AC layers in the 3D FE pavement model. Linear elastic layered theory is utilized to validate the results of the FE computations in order to demonstrate that the FE method can successfully be used to include SIM measurements for more advanced analysis and design of pavements. First results of the 3D FE simulation of a load circle of the Heavy Vehicle Simulator (HVS) during accelerated pavement testing of a pavement test section are presented. These results encourage employment of the FE pavement model for further simulation work to assess the rutting potential of AC mixes in combination with different tire types and loading situations.
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      Modeling Measured 3D Tire Contact Stresses in a Viscoelastic FE Pavement Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54911
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    contributor authorRonald Blab
    contributor authorJohn T. Harvey
    date accessioned2017-05-08T21:31:43Z
    date available2017-05-08T21:31:43Z
    date copyrightJuly 2002
    date issued2002
    identifier other%28asce%291532-3641%282002%292%3A3%28271%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54911
    description abstractThree‐dimensional (3D) contact stresses occurring between the road surface and the tire that were measured with the South African Vehicle Road Surface Pressure Transducer Array (VRSPTA) device under a moving wheel are transformed to a corresponding force/stress pattern representing the actual contact stress state under the tire by means of a software program. In combination with a dynamic load function such force patterns derived from these Stress‐in‐Motion (SIM) measurements with the VRSPTA device are used to introduce a more advanced load representation of the tire‐pavement interface into a three‐dimensional (3D) finite element (FE) model. Further, a method is presented to derive viscoelastic material properties of asphalt concrete (AC) mixes from dynamic frequency sweep shear (FS‐S) tests of lab specimens or field cores that can be used to define material behavior of the AC layers in the 3D FE pavement model. Linear elastic layered theory is utilized to validate the results of the FE computations in order to demonstrate that the FE method can successfully be used to include SIM measurements for more advanced analysis and design of pavements. First results of the 3D FE simulation of a load circle of the Heavy Vehicle Simulator (HVS) during accelerated pavement testing of a pavement test section are presented. These results encourage employment of the FE pavement model for further simulation work to assess the rutting potential of AC mixes in combination with different tire types and loading situations.
    publisherAmerican Society of Civil Engineers
    titleModeling Measured 3D Tire Contact Stresses in a Viscoelastic FE Pavement Model
    typeJournal Paper
    journal volume2
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2002)2:3(271)
    treeInternational Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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