Self-sensing of carbon nanofiber concrete columns subjected to reversed cyclic loading

Civil infrastructures are generally a country's most expensive investment, and concrete is the most widely used material in the construction of civil infrastructures. During a structure's service life, concrete ages and deteriorates, leading to substantial loss of structural integrity and potentially resulting in catastrophic disasters such as highway bridge collapses. A solution for preventing such occurrences is the use of structural health monitoring (SHM) technology for concrete structures containing carbon nanofibers (CNF). CNF concrete has many structural benefits. CNF restricts the growth of nanocracks in addition to yielding higher strength and ductility. Additionally, test results indicate a relationship between electrical resistance and concrete strain, which can be well utilized for SHM. A series of reinforced concrete (RC) columns were built and tested under a reversed cyclic loading using CNF as a SHM device. The?SHM device detected and assessed the level of damage in the RC columns, providing a real-time health monitoring system for the structure's overall integrity.

[1]  Antoine E. Naaman,et al.  Mechanical Properties of Glass and Steel Fiber Reinforced Mortar , 1976 .

[2]  A. Ramaswamy,et al.  Comparative Study on Flexural Response of Full and Partial Depth Fiber-Reinforced High-Strength Concrete , 2002 .

[3]  D.D.L. Chung,et al.  Concrete as a new strain/stress sensor , 1996 .

[4]  D.D.L. Chung Strain sensors based on the electrical resistance change accompanying the reversible pull-out of conducting short fibers in a less conducting matrix , 1995 .

[5]  V. Li Large volume, high-performance applications of fibers in civil engineering , 2002 .

[6]  H. Xiao,et al.  MECHANICAL AND SENSING PROPERTIES OF STRUCTURAL MATERIALS WITH NANOPHASE MATERIALS , 2003 .

[7]  R. Narayanan,et al.  USE OF STEEL FIBERS AS SHEAR REINFORCEMENT , 1987 .

[8]  D. Chung Dispersion of Short Fibers in Cement , 2005 .

[9]  Yi-Lung Mo,et al.  Electrical resistance of carbon-nanofiber concrete , 2009 .

[10]  D.D.L. Chung,et al.  CEMENT-MATRIX COMPOSITES FOR SMART STRUCTURES , 2000 .

[11]  J. Ou,et al.  Flexural fatigue performance of concrete containing nano-particles for pavement , 2007 .

[12]  J. Ou,et al.  Abrasion resistance of concrete containing nano-particles for pavement , 2006 .

[13]  D.D.L. Chung,et al.  Concrete reinforced with up to 0.2 vol% of short carbon fibres , 1993 .

[14]  M. Priestley,et al.  FLEXURAL STRENGTH AND DUCTILITY OF CIRCULAR HOLLOW REINFORCED CONCRETE COLUMNS WITHOUT CONFINEMENT ON INSIDE FACE , 1990 .

[15]  M. Meyyappan,et al.  Characteristics of aligned carbon nanofibers for interconnect via applications , 2006, IEEE Electron Device Letters.

[16]  David Hui,et al.  The revolutionary creation of new advanced materials - Carbon nanotube composites , 2002 .

[17]  J. Ou,et al.  Microstructure of cement mortar with nano-particles , 2004 .

[18]  Characteristics of aligned carbon nanofibers for interconnect via applications , 2006 .

[19]  James L Noland,et al.  Computer-Aided Structural Engineering (CASE) Project: Decision Logic Table Formulation of ACI (American Concrete Institute) 318-77 Building Code Requirements for Reinforced Concrete for Automated Constraint Processing. Volume 1. , 1986 .

[20]  W. D. Cook,et al.  Behavior of Columns Constructed with Fibers and Self-Consolidating Concrete , 2009 .