Closed-Form Moment-Curvature Expressions for Homogenized Fiber-Reinforced Concrete
The authors present, for cement-based composites with homogeneously distributed reinforcement moment-curvature response, a closed form solution. The derivation has a uniaxial material constitutive response using quadratic and piece-wise linear segments' parametric representation. The authors studied compressive and tensile constitutive relational effects on moment-curvature response and observed that the most important parameters were tensile stiffness from first cracking to ultimate tensile strength to ultimate tensile strain. A beam's flexural load-deformation response under four-point loading conditions is simulated by combining crack localization rules with the moment-curvature relations. Underprediction of flexural results through direct use of uniaxial tension stress-strain response is indicated through model simulations, and is attributed to effective volume differences in material subjected to critical stress. Model simulations can match experimental data when a single scaling factor is applied to material models.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/13846872
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Authors:
- Soranakom, Chote
- Mobasher, Barzin
- Publication Date: 2007
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 351-359
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Serial:
- ACI Materials Journal
- Volume: 104
- Issue Number: 4
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-325X
- Serial URL: https://www.concrete.org/publications/acimaterialsjournal.aspx
Subject/Index Terms
- TRT Terms: Cement; Composite materials; Compressive strength; Curvature; Engineering moments; Fiber reinforced concrete; Flexure; Homogeneity; Mathematical models; Simulation; Tensile strength; Tension
- Uncontrolled Terms: Closed form solutions; Experimental data; Moment-curvature response; Reinforced
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 01055392
- Record Type: Publication
- Files: TRIS
- Created Date: Aug 23 2007 1:00PM