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Determining fracture energy parameters of concrete from the modified compact tension test
A. Fernández-Canteli, L. Castañón, B. Nieto, M. Lozano, T. Holušová, S. Seitl
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pages 383-393
Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens
Stanislav Seitl, José D. Ríos, Hector Cifuentes
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Pages 56-65
Numerical study and pilot evaluation of experimental data measured on specimen loaded by bending and wedge splitting forces
S. Seitl, R. Diego Liedo
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Pages 100-109
A numerical study of two different specimen fixtures for the modified compact tension test – their influence on concrete fracture parameters
T. Holušová, H. Cifuentes, A. Fernández-Canteli, S Seit
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pages 242-249
Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions
S. Seitl, V. Viszlay
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Pages 118-128
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