A new dynamic strain rate-dependent elasto-viscoplastic damage constitutive model for ultrahigh-performance concrete (UHPC) is developed by incorporating Duvaut–Lions viscoplasticity generalized to multisurface plasticity followed by rate-dependent dynamic damage initiation and evolution under multiaxial loading, to our previous elastoplastic damage model. The predictive capability of the proposed model is compared against experimental results and experimentally observed features from tests on Cor-Tuf concrete, a reactive powder concrete (RPC) and a proprietary UHPC developed by the U.S. Army Corps of Engineers. These experiments were conducted under various compressive loading conditions under low to high confinement and different strain rates, and model predictions demonstrate excellent agreement with these results.
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January 2020
Research-Article
A Dynamic Three Invariant Cap-Viscoplastic Damage Model for Ultrahigh-Performance Concrete
Bhasker Paliwal,
Bhasker Paliwal
1
Center for Advanced Vehicular Systems,
200 Research Blvd.,
Starkville, MS 39759;
200 Research Blvd.,
Starkville, MS 39759;
Department of Mechanical Engineering,
479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: bhasker@cavs.msstate.edu
Mississippi State University
,479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: bhasker@cavs.msstate.edu
1Corresponding author.
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Youssef Hammi,
Youssef Hammi
Center for Advanced Vehicular Systems,
200 Research Blvd.,
Starkville, MS 39759;
200 Research Blvd.,
Starkville, MS 39759;
Department of Mechanical Engineering,
479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: yhammi@cavs.msstate.edu
Mississippi State University
,479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: yhammi@cavs.msstate.edu
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Mei Chandler,
Mei Chandler
Geotechnical and Structures Laboratory,
Vicksburg, MS 39180
e-mail: mei.q.chandler@erdc.dren.mil
U.S. Army Engineer Research and Development Center
,Vicksburg, MS 39180
e-mail: mei.q.chandler@erdc.dren.mil
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Robert D. Moser,
Robert D. Moser
Geotechnical and Structures Laboratory,
U.S. Army Engineer Research and Development Center,
Vicksburg, MS 39180;
U.S. Army Engineer Research and Development Center,
Vicksburg, MS 39180;
Department of Civil and Environmental Engineering,
501 Hardy Road, 235 Walker Hall,
Box 9546, Starkville, MS 39762
e-mail: robert.d.moser@usace.army.mil
Mississippi State University
,501 Hardy Road, 235 Walker Hall,
Box 9546, Starkville, MS 39762
e-mail: robert.d.moser@usace.army.mil
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Mark F. Horstemeyer
Mark F. Horstemeyer
School of Engineering,
1971 University Blvd.
Lynchburg, VA 24515
e-mail: mhorstemeyer@liberty.edu
Liberty University
,1971 University Blvd.
Lynchburg, VA 24515
e-mail: mhorstemeyer@liberty.edu
Search for other works by this author on:
Bhasker Paliwal
Center for Advanced Vehicular Systems,
200 Research Blvd.,
Starkville, MS 39759;
200 Research Blvd.,
Starkville, MS 39759;
Department of Mechanical Engineering,
479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: bhasker@cavs.msstate.edu
Mississippi State University
,479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: bhasker@cavs.msstate.edu
Youssef Hammi
Center for Advanced Vehicular Systems,
200 Research Blvd.,
Starkville, MS 39759;
200 Research Blvd.,
Starkville, MS 39759;
Department of Mechanical Engineering,
479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: yhammi@cavs.msstate.edu
Mississippi State University
,479-1 Hardy Road, 210 Carpenter Hall,
Box 9552, Starkville, MS 39762
e-mail: yhammi@cavs.msstate.edu
Mei Chandler
Geotechnical and Structures Laboratory,
Vicksburg, MS 39180
e-mail: mei.q.chandler@erdc.dren.mil
U.S. Army Engineer Research and Development Center
,Vicksburg, MS 39180
e-mail: mei.q.chandler@erdc.dren.mil
Robert D. Moser
Geotechnical and Structures Laboratory,
U.S. Army Engineer Research and Development Center,
Vicksburg, MS 39180;
U.S. Army Engineer Research and Development Center,
Vicksburg, MS 39180;
Department of Civil and Environmental Engineering,
501 Hardy Road, 235 Walker Hall,
Box 9546, Starkville, MS 39762
e-mail: robert.d.moser@usace.army.mil
Mississippi State University
,501 Hardy Road, 235 Walker Hall,
Box 9546, Starkville, MS 39762
e-mail: robert.d.moser@usace.army.mil
Mark F. Horstemeyer
School of Engineering,
1971 University Blvd.
Lynchburg, VA 24515
e-mail: mhorstemeyer@liberty.edu
Liberty University
,1971 University Blvd.
Lynchburg, VA 24515
e-mail: mhorstemeyer@liberty.edu
1Corresponding author.
Contributed by the Materials Division of ASME for publication in the Journal of Engineering Materials and Technology. Manuscript received December 27, 2018; final manuscript received April 27, 2019; published online May 30, 2019. Assoc. Editor: Curt Bronkhorst. This work is in part a work of the U.S. Government. ASME disclaims all interest in the U.S. Government’s contributions.
J. Eng. Mater. Technol. Jan 2020, 142(1): 011001 (12 pages)
Published Online: May 30, 2019
Article history
Received:
December 27, 2018
Revision Received:
April 27, 2019
Accepted:
May 1, 2019
Citation
Paliwal, B., Hammi, Y., Chandler, M., Moser, R. D., and Horstemeyer, M. F. (May 30, 2019). "A Dynamic Three Invariant Cap-Viscoplastic Damage Model for Ultrahigh-Performance Concrete." ASME. J. Eng. Mater. Technol. January 2020; 142(1): 011001. https://doi.org/10.1115/1.4043705
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