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Strength Prediction of Corbels Using Strut-and-Tie Model Analysis
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International Journal of Concrete Structures and Materials volume 9 , pages — Cite this article. Metrics details. A strut-and-tie based method intended for determining the load-carrying capacity of reinforced concrete RC corbels is presented in this paper. In addition to the normal strut-and-tie force equilibrium requirements, the proposed model is based on secant stiffness formulation, incorporating strain compatibility and constitutive laws of cracked RC. The proposed method evaluates the load-carrying capacity as limited by the failure modes associated with nodal crushing, yielding of the longitudinal principal reinforcement, as well as crushing or splitting of the diagonal strut.
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Figurative corbel tables are an architectural element which originated in the 11th century and consists of a series of corbels placed beneath the cornice of a church building. The corbel tables were adopted by the Christians in the North of Spain and the South-West of France at the end of the 10th century and rapidly spread throughout Western Europe in the second half of the 11th century. Early corbel tables had scrolls, rods or geometrical shapes; it was not until the early 11th century that corbels were decorated with animate figures. The earliest Romanesque corbels known belonged either to monastic foundations or churches connected to the pilgrimage roads to Santiago de Compostela, «el camino de Santiago».