Interface shear strength

Fig. 3.15. Interface shear strength. Xb, of (a) untreated and (b) treated LXA500 carbon fiber-epoxy matrix system measured at 10 different laboratories and using different testing methods. (O) fiber pull-out test ( ) microdebond lest ( ) fiber push-out lest (A) fiber fragmentation test. After Pitkelhly el al. (1993).

Fig. 3.27. Effect of the interface shear strength on mechanical properties of carbon fiber-epoxy matrix composites ( ) tran.sverse tensile strength (A) maximum transverse tensile strain (O) transverse tensile modiilns. After Madhukar and Drzal (1991),...

Schrader (1974) reported that the interface shear strength in a hygrothermal environment is at its maximum when the multi-layer silanes on the glass fibers remain after being washed in boiling water. On the other hand, the pull-out strength... 

Fig. 5.24. Effect of ammonia plasma treatment lime on interface shear strength. After Li et al. (1992).

Fig. 536. Interface shear strength as a function of coating thickness for Nicalon SiC fiber-SiC matrix...

The interface shear strength of a SiO film deposited on a Cu substrate has been evaluated by Agrawal and Raj by considering the spacing distribution between the cracks for applied strains corresponding to the saturation of the network of transverse cracks. 

Tan, S. A., Chew, S. H., Wong, W. K. (1998). Sand-geotextile interface shear strength by torsionairing shear tests. Geotextiles Geomembranes, 16(3), 161—174. 

Fig. 7.1 F/M interface shear strength (a) and debond length (b) of various systems exposed to water (Ramirez et al. 2008)...

Verpoest et al. [81] presented a micromechanical analysis to show that for increasing applied strains, the fiber aspect ratio can reach values which are lower than those predicted by Kelly s shear-lag analysis. They also proposed that the single-fiber fragmentation test could be used to estimate the different components of the interface shear strength, that is, the bond strength, the friction strength and the matrix yield strength. 

Matasovic M, Kavazanjian E Jr, De A, Dunn RJ (2005) -CPT-based seismic stability assessment of a hazardous waste site. Int J Soil Dynam Earth Eng 26(2) 201-208 McCartney JS, Zomberg JG, Swan RH (2009) Analysis of a large database of GCL-Geomembrane interface shear strength results. J Geotech Geoenviron Eng ASCE 134(2) 209-223... 

Choi D-U, Fowler DW, Jirsa JO (1999) Interface shear strength of concrete at early ages. ACI Struct J 96(3) 343-348... 

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