Sources of uncertainty and design values for field-manufactured FRP

Development of design codes for the use of fiber reinforced polymer composites as externally bonded reinforcement demands the definition of design values for the materials. Externally bonded reinforcement is frequently applied through use of the wet-layup process in field settings. The conditions present during field manufacture can affect the properties of the finished composite and introduce sources of uncertainty that should be considered in the design process. This paper describes sources of uncertainty that may be present in field manufactured FRP materials. Results from tensile testing of several different sets of field-manufactured FRP are presented and discussed. Based on a review of current methods for the determination of design values and the results of material testing a rational definition of material design values for field-manufactured FRP is proposed. This definition is developed for simple integration with reliability-based design procedures, such as load and resistance factor design (LRFD). It is based on the use of the anticipated mean in-situ value as the design value with a separate composite specific resistance factor that considers the potential for different levels of material uncertainty depending on circumstances specific to individual applications of the material. The proposed design values are intended to have a high level of traceability and yet be flexible enough to capture the specific variations in each application in order to prevent the blanket use of excessive knock-down factors used conventionally to capture the worst levels of variation and uncertainty possible.

[1]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[2]  Stephanie L. Walkup,et al.  Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02) , 2005 .

[3]  Tamon Ueda,et al.  JSCE RECOMMENDATIONS FOR UPGRADING OF CONCRETE STRUCTURES WITH USE OF CONTINUOUS FIBER SHEETS , 2001 .

[4]  V. Karbhari,et al.  Identification of potential defects in the rehabilitation of concrete structures with FRP composites , 2003 .

[5]  Björn Täljsten,et al.  FRP strengthening of existing concrete structures : design guidelines , 2002 .

[6]  J D Shave,et al.  Design guidance for strengthening concrete structures using fibre composite materials:report of a Concrete Society Working Party , 2012 .

[7]  Vistasp M. Karbhari,et al.  Development of load and resistance factor design for FRP strengthening of reinforced concrete structures , 2006 .

[8]  V. Karbhari,et al.  CALIBRATION OF RESISTANCE FACTORS FOR RELIABILITY BASED DESIGN OF EXTERNALLY-BONDED FRP COMPOSITES , 2008 .

[9]  Lee J. Bain Statistical analysis of reliability and life-testing models : theory and methods , 1992 .

[10]  Vistasp M. Karbhari,et al.  Durability of FRP Composites for Civil Infrastructure — Myth, Mystery or Reality , 2003 .

[11]  Bruce R. Ellingwood,et al.  LRFD: implementing structural reliability in professional practice , 2000 .

[12]  T. Triantafillou,et al.  RELIABILITY OF RC MEMBERS STRENGTHENED WITH CFRP LAMINATES , 1995 .

[13]  R. Bennett,et al.  Statistical Characterization of Fiber-Reinforced Polymer Composite Material Properties for Structural Design , 2006 .

[14]  Ayman M. Okeil,et al.  LRFD FLEXURAL PROVISIONS FOR PRESTRESSED CONCRETE BRIDGE GIRDERS STRENGTHENED WITH CARBON FIBER-REINFORCED POLYMER LAMINATES , 2002 .

[15]  M. Shahawy,et al.  FLEXURAL RELIABILITY OF REINFORCED CONCRETE BRIDGE GIRDERS STRENGTHENED WITH CARBON FIBER-REINFORCED POLYMER LAMINATES , 2002 .

[16]  Richard M. Bennett,et al.  PROBABILISTIC BASED DESIGN OF CONCENTRICALLY LOADED FIBER-REINFORCED POLYMERIC COMPRESSION MEMBERS , 2004 .

[17]  V M Karbhari,et al.  Determination of materials design values for the use of fibre-reinforced polymer composites in civil infrastructure , 2000 .

[18]  Vistasp M. Karbhari,et al.  Design factors, reliability, and durability prediction of wet layup carbon/epoxy used in external strengthening , 2007 .

[19]  Matthew B. Blaschko,et al.  Externally bonded FRP reinforcement for RC structures , 2001 .