995 resultados para Johan Asplund


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Descripción basada en: SAXONIA, L., Meditationes vitae Christi (en valenciano), "Lo Quart del Cartoixà", arromançat per Johan Roiç de Corella, facsímil de la edición valenciana de 1496. Valencia. Ayunt. de Valencia, 1998, pp. 14-58

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Datos del editor: Reprod. realizada probablemente por Sancho Rayón a finales del XIX

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Numerical analysis is a suitable tool in the design of complex reinforced concrete structures under extreme impulsive loadings such as impacts or explosions at close range. Such events may be the result of terrorist attacks. Reinforced concrete is commonly used for buildings and infrastructures. For this reason, the ability to accurately run numerical simulations of concrete elements subjected to blast loading is needed. In this context, reliable constitutive models for concrete are of capital importance. In this research numerical simulations using two different constitutive models for concrete (Continuous Surface Cap Model and Brittle Damage Model) have been carried out using LS-DYNA. Two experimental benchmark tests have been taken as reference. The results of the numerical simulations with the aforementioned constitutive models show different abilities to accurately represent the structural response of the reinforced concrete elements studied.