Composite materials reinforced by bone-shaped short (BSS) fibers enlarged a
t both ends are well-known to have significantly better strength and toughn
ess than those reinforced by conventional, short, straight (CSS) fibers wit
h the same aspect ratio. Comparing the fracture characteristics of double-c
antilever-beam specimens made of BSS and CSS fiber composites reveals the d
istinct mechanisms responsible for the toughness enhancement provided by th
e BSS fiber reinforcement. Enlarged BSS fiber ends anchor the fiber in the
matrix and lead to a significantly higher stress to pull out than that requ
ired for CSS fibers, altering crack propagation characteristics. To study B
SS fiber-bridging capability further, we examine the effects of increasing
the size of the enlarged fiber end on the pull-out characteristics and iden
tify the sequence of failure mechanisms involved in the pull-out process. H
owever, large microcracks initiated at the enlarged ends can potentially ma
sk the toughening enhancements provided by BSS fibers. To understand the in
fluence of fiber-end geometry on debond initiation at the fiber ends, we an
alyze the interfacial stresses around fiber ends varying in geometry using
an elastic finite-element model. We note a bound to these in terms of the E
shelby and Kelvin elastic solutions. (C) 2001 Elsevier Science Ltd. All rig
hts reserved.