Singularities and Constructive Methods for Their Treatment Proceedin
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		    IN E L L I P T I C
 
 M. U.E.R.
 
 PROBLEMS
 
 DURAND
 
 de M a t h ~ m a t i q u e s
 
 Universit#
 
 de P r o v e n c e
 
 13331Marseille
 
 Cedex 3
 
 France
 
 We a r e
 
 concerned
 
 space with The f i r s t into to
 
 a crack. one,
 
 obtain
 
 tional
 
 problem.
 
 book,
 
 the
 
 the
 
 are At
 
 to
 
 blems.
 
 Uniform
 
 an i n t e g r a l
 
 are
 
 ones.
 
 able
 
 In
 
 to
 
 framework
 
 Thus
 
 method,
 
 the
 
 of
 
 solved Its
 
 form
 
 methods.
 
 elasticity
 
 is
 
 as e x p l a i n e d
 
 singularities
 
 he o b t a i n s
 
 order
 
 to
 
 all
 
 problem
 
 owing
 
 solution
 
 related
 
 to
 
 to
 
 the
 
 allows the
 
 varia-
 
 pseudo-differential
 
 of
 
 in
 
 the
 
 the
 
 results
 
 the
 
 crack
 
 defined
 
 H s +i (F)
 
 no
 
 usual
 
 the
 
 G.I.
 
 solution about
 
 Eskin's along
 
 the
 
 . Here
 
 the
 
 regularity
 
 = { u ~ Hs(F )
 
 we d e f i n e
 
 6
 
 Hs ( F )
 
 , the
 
 for
 
 a regular
 
 s is
 
 if norm
 
 distribution
 
 integral
 
 curpro-
 
 Then we
 
 pseudo-diffe-
 
 as t h e
 
 some d e f i n i t i o n s
 
 order
 
 and we boundary
 
 integer;
 
 an i n t e r p o l a t e , if
 
 equal
 
 :
 
 s ,
 
 positive
 
 equal is
 
 Hs(r)
 
 limit. of
 
 equations,
 
 by m e t h o d s
 
 of
 
 when
 
 s > O. For e v e r y to to
 
 s
 
 H s (F)
 
 is
 
 posi-
 
 and
 
 boundary. u
 
 in
 
 s < O. IIull
 
 the
 
 a sequence
 
 domain with
 
 , ~ ~ Hs(Rn ) }
 
 as t h e
 
 = (H_s(F))'
 
 we r e c a l l
 
 Hs(F )
 
 go t o
 
 closed
 
 approximated
 
 and o t h e r s .
 
 space of
 
 as u s u a l l y F is
 
 the
 
 computations
 
 clear,
 
 Sobolev
 
 in
 
 of
 
 by r e g u l a r
 
 solve
 
 us t o
 
 limit
 
 occur
 
 Wendland
 
 an i n t e g e r ,
 
 allow
 
 as t h e
 
 numerical W.L.
 
 of
 
 equationsthat
 
 estimates
 
 be q u i t e
 
 is but
 
 integral
 
 operator
 
 of
 
 Hs(F )
 
 In
 
 the
 
 opinion,
 
 infinite
 
 method clear.
 
 perform
 
 methods
 
 the
 
 Hs(?)
 
 our
 
 These o p e r a t o r s
 
 is
 
 ~s(F)
 
 system
 
 the
 
 different
 
 the
 
 and S - w a v e s . bilinear
 
 a-priori
 
 Hs(Rn ) tive,
 
 P-waves the
 
 define
 
 obtain
 
 element
 
 three
 
 transforms
 
 we use an a p p r o x i m a t i o n
 
 order
 
 rential
 
 we s u g g e s t
 
 in
 
 wanted.
 
 last, in
 
 in
 
 problem
 
 expansionsof
 
 computes
 
 crack.
 
 it,
 
 The d i f f e r e n t i a l
 
 Wiener-Hopf
 
 C. G o u d j o
 
 edge o f
 
 ves,
 
 In
 
 elasticity
 
 Bamberger,
 
 waves
 
 makes t h e
 
 By u s i n g
 
 that
 
 of
 
 explicit
 
 operators
 
 A.
 
 one.
 
 separation
 
 linear
 
 To s o l v e
 
 due t o
 
 a variational
 
 usual
 
 by t h e
 
 II~lls.
 
 F
 
 u
 
 in ~ i r ) ,
 
 and z e r o
 
 elsewhere.
 
 105 Remark.- I f space
 
 s > 0
 
 is not equal to
 
 k+1/2
 
 Hs(C) i s t h e i r
 
 S
 
 space
 
 Hoo(F).
 
 ( w i t h a weaker norm) the L i o n s ' s p a c e
 
 has two s i d e s ,
 
 and
 
 I-
 
 integer,
 
 Hs(F ) i s the
 
 HS(F) d e f i n e d by Lions and Magenes. When s = k=1/2,
 
 integer,
 
 F
 
 , k
 
 ~-
 
 on
 
 positive
 
 F , we p u t
 
 For
 
 H-I/2(F).
 
 and n e g a t i v e , [~ =
 
 k positive
 
 s=-1/2, H I/2(F ) contains
 
 if
 
 @ has some t r a c e s
 
 4 + - ~- = T r + ( ~ )
 
 4รท
 
 Tr-(~).
 
 A.BAMBERGER'S METHOD.
 
 To s i m p l i f y t h i s paper, we suppose t h a t the crack is a r e c t i l i n e a r curve ~ in the plane ~2 : F = { ( X l , X 2 ) ~ R2 ; 0 < x I < 1 , x 2 = 0 } We seek f o r the s o l u t i o n of the f o l l o w i n g problem :
 
 nd
 
 u i ~ H~ ( R 2 \ F ) ,
 
 Ij~
 
 (1)g
 
 i=1,2,
 
 such t h a t
 
 ~j a i j ( u ) + pw2ui = 0 , u		
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