Fracture Characterization of Stone Mastic Asphalt (SMA) with Hydrated Lime Through the Semi-circular Bending Test Approach

2021 ◽  
pp. 935-941
Author(s):  
Abdallah M. Ahmed ◽  
Juan S. Carvajal-Munoz ◽  
Gordon Airey
Holzforschung ◽  
2009 ◽  
Vol 63 (5) ◽  
Author(s):  
Jorge M.Q. Oliveira ◽  
Marcelo F.S.F. de Moura ◽  
José J.L. Morais

Abstract This work describes the application of end loaded split and single-leg bending tests to the mixed-mode fracture characterization of wood. Experimental tests and numerical validation analyses were performed. A new data reduction scheme based on the crack equivalent concept is proposed. The method overcomes the difficulties inherent to these tests, such as crack length monitoring during propagation and influence of clamping conditions. The single-leg bending test is simpler to execute and provided accurate results. The obtained mixed-mode fracture energy is associated with the pure mode values and the obtained trend point to a linear fracture criterion as a candidate to describe the fracture behavior of the Pinus pinaster Ait. wood.


2004 ◽  
Vol 261-263 ◽  
pp. 1481-1486 ◽  
Author(s):  
Sang Ll Lee ◽  
J.O. Jin ◽  
J.S. Park ◽  
Jong K. Lee ◽  
Byeong Hyeon Min ◽  
...  

This study dealt with the characterization of MoSi2 based composites containing three types of additive materials such as SiC, NbSi2 and ZrO2 particles have been investigated, based on the detailed examination of their microstructures and fracture surfaces. The effects of reinforcing materials on the high temperature strength of MoSi2 based composites have been also examined. MoSi2 based composites were fabricated by the hot press process under the vacuum atmosphere. The volume fraction of reinforcing materials in the composite system was fixed as 20 %. The microstructures and the mechanical properties of MoSi2 based composites were investigated by means of SEM, EDS, XRD and three point bending test.


Author(s):  
F.G.A. Silva ◽  
M.F.S.F. de Moura ◽  
N. Dourado ◽  
J. Xavier ◽  
F.A.M. Pereira ◽  
...  

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