Numerical Modeling of Flexural Enhancement in Carbon Nanotube/Cement Composite
Publication: Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Abstract
An innovative type of fiber reinforced concrete (FRC)—carbon nanotube (CNT)/cement composite—is studied both empirically and numerically in terms of its structural performance. Experimental results prove that CNTs could significantly enhance the flexural strength and toughness of cement beams. In addition, ANSYS, a commercial finite element method (FEM) tool, is employed to construct a CNT/cement composite beam model that could simulate the response of the composite beams tested in the laboratory. Moreover, empirical results are used to validate the numerical beam model, as well as calibrate the effective shear strength at the interface of CNTs and cement matrix. This study verifies the efficacy of reinforcing cementitious material using CNTs and demonstrates that finite element analysis could serve as a powerful tool to investigate the mechanical properties of CNT/cement composite.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Beams
- Composite beams
- Composite materials
- Engineering fundamentals
- Engineering materials (by type)
- Finite element method
- Flexural strength
- Material mechanics
- Material properties
- Materials engineering
- Methodology (by type)
- Models (by type)
- Nanomechanics
- Numerical methods
- Numerical models
- Strength of materials
- Structural engineering
- Structural members
- Structural models
- Structural systems
- Tubes (structure)
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