High stiffness and high strength to weight ratio are the attributes which make composite a preferred material over any other conventional materials in many engineering applications. The ease of engineering desired material properties by controlling the physical and structural parameters has made it highly preferred while selecting materials for light weight but high strength and durable applications. In this present study a completely new approach is tested with the objective to enhance the strength of a layered composite beam with the use of roller clamps. Authors have not found any other researcher who has initiated any approach in this regard. A roller clamp is used to provide uniform force in the transverse directions of the beam across its width in a line. The free vibration of the clamped cantilever beam is studied and compared its values with the unclamped one. The location of clamp is also varied to observe its effect on the natural frequency. Simulated results for clamped free beams are validated with the published literatures which establishes the acceptability of the design model. The response of clamped beam has shown interesting results indicating an increase in stiffness compared to unclamped beam. The location of clamp also indicates increasing tendency as it gradually move from fixed end to the free end. This approach can be very much useful for enhancing the composite beam stiffness which got degraded due to climatic conditions, impact, delamination or any other reason.
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