Modeling structural performance of second-generation ultrahigh-performance concrete Pi-girders

Journal of Bridge Engineering

Volumn 17, Issue 4, 2012, Pages 634-643

  Chen, Linfeng ^a   Graybeal, Benjamin A ^b  

^a Turner Fairbank Highway Research Center   (United States)

^b TURNER FAIRBANK HIGHWAY RESEARCH CENTER   (United States)

Author keywords

ABAQUS; Concrete damaged plasticity model; Concrete smeared cracking model; FEM; Finite element method; Pi girder; UHPC; Ultrahigh performance concrete

Indexed keywords

CRACKING MODEL; PI-GIRDER; PLASTICITY MODEL; UHPC; ULTRA-HIGH-PERFORMANCE CONCRETE;

ABAQUS; BEAMS AND GIRDERS; CONCRETES;

FINITE ELEMENT METHOD;

EID: 84878358315     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000301     Document Type: Article

References (9)

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2. Chen, L., and, Graybeal, B. A. (2011). " Modeling structural performance of ultra-high performance concrete I-girders." J. Bridge Eng. JBENF2 1084-0702, 10.1061/(ASCE)BE.1943-5592.0000305 (Sep. 7, 2011).
3. Chuang, E. (2002). " Ductility enhancement of high performance cementitious composites and structures." Doctoral dissertation, Massachusetts Institute of Technology, Cambridge, MA.
4. Graybeal, B. (2009 a). " Structural behavior of a prototype ultra-high performance concrete pi-girder." NTIS Accession No. PB2009-115495, Federal Highway Administration, Washington, DC.
5. Graybeal, B. (2009 b). " Structural behavior of a 2nd generation ultra-high performance concrete pi-girder." NTIS Accession No. PB2009-115496, Federal Highway Administration, Washington, DC.
6. Graybeal, B. (2009 c). " UHPC making strides." Public Roads PUROAQ 0033-3735, 72 (4), 17-21.
7. Pansuk, W., Sato, H., Sato, Y., and, Shionaga, R. (2008). " Tensile behaviors and fiber orientation of UHPC." Proc., 2nd Int. Symp. on Ultra High Performance Concrete, Kassel, Germany, 161-168.
8. Park, H. (2003). " Model-based optimization of ultra high performance concrete highway bridge girders." Master's thesis, Massachusetts Institute of Technology, Cambridge, MA.
9. Soh, M. (2003). " Model-based design of a ultra high performance concrete prototype highway bridge girder." Master's thesis, Massachusetts Institute of Technology, Cambridge, MA.