Shear Failure of Pultruded Fiber-Reinforced Polymer Composites under Axial Compression

When structural elements are subjected to compressive loads, the shear forces and stresses induced by second-order effects may lead to shear failure prior to compressive failure. This is particularly likely to occur in the case of pultruded glass fiber-reinforced polymer profiles, which normally exhibit low shear strength in relation to compressive strength. This paper analyzes the effects of initial imperfection, slenderness, shear-to-compressive strength ratio, shear coefficient, and type of shear failure criterion on ultimate load and failure mode (shear or compressive failure). A formulation for predicting ultimate load based on shear failure and second-order deformation is proposed. The results obtained compare well with similar results obtained using other methods and experimental data available in literature. The proposed method is based strictly on mechanics and thus requires no fitting to experimental data.

[1]  David W. Scott,et al.  SHORT-TERM BEHAVIOR AND DESIGN OF FIBER-REINFORCED POLYMERIC SLENDER MEMBERS UNDER AXIAL COMPRESSION , 1997 .

[2]  L. Bank Composites for Construction: Structural Design with FRP Materials , 2006 .

[3]  Robert L. Yuan,et al.  Short vs. long column behavior of pultruded glass-fiber reinforced polymer composites , 2001 .

[4]  John S. Tomblin,et al.  A phenomenological design equation for FRP columns with interaction between local and global buckling , 1994 .

[5]  L. S. Negi Design of Steel Structure , 1997 .

[6]  Lawrence C. Bank,et al.  Shear Properties of Pultruded Glass FRP Materials , 1990 .

[7]  T. Keller USE OF FIBRE REINFORCED POLYMERS IN BRIDGE CONSTRUCTION , 2003 .

[8]  Lawrence C. Bank,et al.  Failure of Web-Flange Junction in Postbuckled Pultruded I-Beams , 1999 .

[9]  J. Clarke Structural design of polymer composites : EUROCOMP design code and handbook , 1996 .

[10]  T. Kaneko On Timoshenko's correction for shear in vibrating beams , 1975 .

[11]  Wai-Fah Chen,et al.  Structural stability: from theory to practice , 2000 .

[12]  Anthony J. Vizzini,et al.  The Inclusion of In-Plane Stresses in Delamination Criteria , 2001 .

[13]  I. Puente,et al.  Buckling of GFRP Columns: An Empirical Approach to Design , 2006 .

[14]  J. R. Hutchinson Shear coefficients for Timoshenko beam theory , 2001 .

[15]  S. Timoshenko Theory of Elastic Stability , 1936 .

[16]  Ever J. Barbero,et al.  Beam-Column Design Equations for Wide-Flange Pultruded Structural Shapes , 1999 .

[17]  John C. Brewer,et al.  Quadratic Stress Criterion for Initiation of Delamination , 1988 .

[18]  A Lane,et al.  Influence of modal coupling on the buckling of concentrically loaded pultruded fibre-reinforced plastic columns , 2002 .

[19]  Lawrence C. Bank,et al.  Local Buckling and Failure of Pultruded Fiber-Reinforced Plastic Beams , 1994 .

[20]  A. Machida,et al.  Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review , 2002 .

[21]  S. Timoshenko,et al.  Elements Of Strength Of Materials , 1935 .

[22]  Ever J. Barbero,et al.  Prediction of Buckling-Mode Interaction in Composite Columns , 2000 .

[23]  John J. Zahn,et al.  Re‐examination of Ylinen and Other Column Equations , 1992 .

[24]  Yu Bai,et al.  Delamination of pultruded glass fiber-reinforced polymer composites subjected to axial compression , 2009 .