Characterization And Modeling Of Axial Slab Support Restraint

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Characterization and Modeling of Axial Slab-Support Restraint

    https://journals.sagepub.com/doi/abs/10.3141/1778-04
    Slab-support interaction has long been established as an important consideration in the design and construction of concrete pavements for streets, highways, and airfields. With the current interest...Cited by: 14

Characterization and Modeling of Axial Slab-Support ...

    https://www.researchgate.net/publication/239438606_Characterization_and_Modeling_of_Axial_Slab-Support_Restraint
    Test procedures that have been developed to accurately assess the level of axial slab-support restraint present are identified, as are future enhancements to characterization and modeling of this ...

CHARACTERIZATION AND MODELING OF AXIAL SLAB-SUPPORT …

    https://trid.trb.org/view/717347
    Recent developments in characterizing and modeling axial slab-support restraint characteristics of concrete pavements are presented. Test procedures that have been developed to accurately assess the level of axial slab-support restraint present are identified, as are future enhancements to characterization and modeling of this phenomenon.Cited by: 14

Characterization and modeling of the creep behavior of ...

    https://www.sciencedirect.com/science/article/pii/S0020740319317497
    The proposed nonlinear elastic-viscoplastic model was implemented using the finite element software ABAQUS via a user-defined material subroutine, UMAT. Then, the accuracy of the model was verified by off-axis axial tensile and compressive creep tests. The …Author: Jiaxin Lv, Yi Xiao, Yun Zhou, Yuanhong Xie

Compression Support Structures for Slabs

    http://www.block.arch.ethz.ch/brg/files/2012-aag-lachauer-copmression-support-structures-for-slabs_1393947047.pdf
    Compression Support Structures for Slabs The form-finding method is applied to a slab with given self-weight and support positions. Furthermore, a set of vertical support forces, F1 v… F n, balancing the dead load Q of the slab is assumed as given. 2 (Fig. 3). Additionally, a network of struts in space is given. These determine the ...

(PDF) Modeling of Friction Characteristic Between Concrete ...

    https://www.researchgate.net/publication/263643618_Modeling_of_Friction_Characteristic_Between_Concrete_Pavement_Slab_and_Subbase
    Test procedures that have been developed to accurately assess the level of axial slab-support restraint present are identified, as are future enhancements to characterization and modeling of this ...

Performance evaluation of bonded concrete overlay ...

    https://www.sciencedirect.com/science/article/pii/S0950061813007964
    Performance evaluation of bonded concrete overlay. Author links open overlay panel Young Kyu Kim 1 Seung Woo Lee. ... Fig. 6 shows the restraint stress of each subbase, ... Characterization and Modeling of Axial Slab-Support Restraint, Transportation Research Record 1778, Paper No. 01-2948, Washington DC; 2001. ...

Shrinkage Restraint % - RAM STAAD Forum - RAM STAAD ...

    https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/108369/shrinkage-restraint
    Sep 06, 2017 · I would have thought no because my model has all the elements causing restraint built in and therefore knows how restrained the slab is. I have also read that a shrinkage restraint value of 20% should be used for completely restrained slabs. Using 20% instead of 100% for a completely restrained slab seems counter intuitive.

RAM Concept Modeling and Meshing [FAQ] - RAM STAAD Wiki ...

    https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2059/ram-concept-modeling-and-meshing-faq
    If the far end of a column is defined as a “roller” support (or both ends of the column are pinned) then the column does not provide any lateral restraint to the slab. Columns above the slab do not support the slab vertically, they can only restrain the slab rotationally and laterally.

References Incorporating Slab/Underlying Layer ...

    https://www.nap.edu/read/24842/chapter/6
    TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 236: Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures develops mechanistic-empirical (M-E) models (and software) to consider the interaction between the concrete slab and base layer and its effect on pavement performance.



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