Mechanical Behaviour of Laminated Composite Beam at the Interfaces of Layers by a New Exponential Model. M. Karama* K. S. Afaq** and S. Mistou*** Laboratoire Genie de Production, Equipe CMAO, Groupe M 2 SF, ENIT, BP 1629, 65016 Tarbes Cedex, France. *Professor: corresponding author moussa@enit.fr, ** PhD student, *** Assistant Professor ABSTRACT One of the current problems connected with multiplayer composite structures concerns the analysis of the distribution of the stresses around peculiarities (free edge and loaded edge) and at the interfaces of each layer. This work presents a new shear stress function in the form of the exponential function, to predict the mechanical behaviour of multi-layered laminated composite structures. As a case study, the mechanical behaviour of laminated composite beam (90°/070°/90°) is examined. The results are compared with the model "Sinus" and 2D finite element method studied. Results show that this new model is more precise than older ones as compared to the results by the finite element analysis [Abaqus], To introduce continuity on the interfaces of each layer, the kinematics defined by Ossadzow is used with new exponential model. The equilibrium equations and natural boundary conditions are derived by the principle of virtual power. Keywords: Boron fiber, Laminate theory, Interface, Stress transfer, Finite element analysis. NOTATIONS hbeam thickness or height hi transverse shear function Η Heaviside step function Lbeam length m layer number P'virtual power u a membrane dis placement άwvutsrponmljifedcaXU differentiation w.r.t. time = tflJIdi 2 U/j differentiation w.r.t. X! = dU,ldx, U* virtual speed w transverse displacement Greek letters γ, φ α transverse shear rotation εStrain σStress INTRODUCTION One of the major challenges in computational structural mechanics is the development of the advanced models and numerical techniques in order to provide efficient tools exhibiting good interior and edge solutions. In this paper we are introducing an "exponential function" as a shear stress function; the exponential functions are found to be very much richer than trigonometric sine and cosine functions in their development series. According to the definition of the transverse shear stress function, the existing laminated composite beam is divided into two broad categories; firstly, the global approximation models and secondly the discrete layer approximation models. The equivalent single-layer laminate theories are those in which a heterogeneous laminated plate is treated as a statically equivalent, single layer having a complex constitutive behaviour, reducing the 3-D continuum problem to 2-D problem. The equivalent single layer models are: 149 Brought to you by | University of Arizona Authenticated Download Date | 5/31/15 8:20 PM