APPLICATIONS OF X-RAY-INVESTIGATIONS OF POLYMERS UNDER LOAD .1. MEASUREMENTS OF WAXS REFLECTIONS SHIFTS INDUCED BY ELASTIC STRETCHING OF ORIENTED POLYMER SYSTEMS ALONG THEIR ORIENTATION AXIS
Bm. Ginzburg, APPLICATIONS OF X-RAY-INVESTIGATIONS OF POLYMERS UNDER LOAD .1. MEASUREMENTS OF WAXS REFLECTIONS SHIFTS INDUCED BY ELASTIC STRETCHING OF ORIENTED POLYMER SYSTEMS ALONG THEIR ORIENTATION AXIS, Journal of macromolecular science. Physics, 36(5), 1997, pp. 595-614
What information can be obtained by wide-angle x-ray scattering (WAXS)
from elastic deformation of oriented polymer systems along their orie
ntation axis? This article is a critical review and some generalizatio
n of answers for this question. Different cases are analyzed that occu
r in practice or that might occur in the future: (1) determination of
Young's moduli E-c of crystalline lattices parallel to the polymer cha
ins and establishment of correlations between E-c and chain conformati
on in crystalline lattices; (2) estimation of elastic properties of di
fferent fragments of polymer chains, especially of multiatomic complex
fragments; (3) detection of conformational polymorphism in crystallin
e lattices; (4) determination of Poisson's coefficients of crystalline
lattices; (5) estimation of potential ability of a given polymer for
formation of systems with high moduli; (6) estimation of structural in
homogeneity of amorphous polymers; (7) study of interaction character
of structural elements in oriented polymer blends; (8) investigations
of systems with a combination of extended and folded-chain crystals; (
9) study of influence of cross-linking on structure-mechanical behavio
r; (10) estimation of adhesive interaction of different components in
polymer composites. Only Points 1 (see, e.g., Refs. 1-18) and 4 [19] h
ave been considered in earlier literature by other authors, mainly for
soft-chain polymers. Thus, similar results are considered here only b
riefly, and primary attention is focused on the peculiarities of inves
tigations of rigid-chain polymers. As for the other points, they were
considered earlier in our separate works [20-38] (or have not been con
sidered at all) and up to now have not received wide acceptance. Durin
g the consideration here, both series and parallel models of interacti
ons of different structural elements were used.