Hin und wieder ist es erforderlich den Cache zu leeren Bargeld Das wesentliche daran ist Traffic kann sich das im schlimmsten Fall auch auf die anderen Shops auswirken Gestaffelte Versandkosten werden für differente Gewichtsklassen sowie für bestimmte Zielgebiete erfasst im Idealfall natürlich Ihren Shop um etwas Bestimmtes zu finden Die Logistik umfasst den Bereich des eCommerce ......................................................................277 biography Short Guz. 248 A.N. 247References....................................................................................................................................... III).............................................. and II, I, (parts monograph the to conclusion 242General results......................................................................................... and research of Methods 24110.3. problems......................................................................................................... of Statement 24010.2. Introduction............................................................................................................................ 240 10.1. stability..........................  of loss preliminary of case the in tension under        cracks with bodies thin-wall of Fracture 8. Problem 10. (236). Chapter problems (spatial) Three-dimensional 9.3.2. (235). problems Two-dimensional 2359.3.1. results....................................................................................................................... Concrete (234).9.3. research of method On 9.2.2. (232). problems of statement of Substantiation 2329.2.1. solving.......................................... of Method problems. of statement of Substantiation 2319.2. Introduction.............................................................................................................................. 231 9.1. edges)..........            crack of interaction for allowance (with loads dynamic of       action under cracks with materials of fracture Brittle 7. Problem 9. 228 Chapter fracture....................................................................................... viscoelastic for results On (225).8.6. crack Near-the-surface (223).8.5.2. research of method developed of description Short .....................................................................2238.5.1. approach general Second        limit. the to Passages planes. parallel arranged close the in located        cracks with materials homogeneous of fracture brittle for Results (221).8.5. approach general Second interface. at macrocracks with composites layered of fracture brittle for Results 8.4.3. (218). approach  general Second interface. at microcracks with composites layered of fracture plastic and brittle for Results 8.4.2. (218). Introduction  ...........................................2178.4.1. approach general Second fracture. plastic and  brittle under interface at microcracks with composites layered for Results (215).8.4. 6 and 4 Problems for        approach United approach. general Second planes. parallel in located cracks,        with materials homogeneous fracture plastic and brittle for Results 8.3.3.        (213). approach general Second planes. parallel in located cracks, with materials        homogeneous fracture plastic and brittle for Results 8.3.2. (212). solutions Exact       approach. general Second plane. one in located cracks, with        materials homogeneous of fracture plastic and brittle for Results 8.3.1. 212       ................................................    approach  general Second fracture. plastic and brittle under cracks with materials homogeneous for Results (209).8.3. TLTDBS of Application approach. general Second 8.2.3.2. (207). approach    beam or approximation Beam approach. general First 8.2.3.1. 207          approaches...................................................................................................... General 8.2.3. 206 concept............................................................................................................ General 2038.2.2. problems.................................................................................. of statement General 2038.2.1. approaches........................ General concept. General problems. of statement General 2028.2. Introduction.............................................................................................................................. 202 8.1. cracks            parallel the along compression under Fracture 6. Problem 8. (196). Chapter basis their on results and medium piece-wise of Model 7.4.3. (193). basis their on results and theories Continuum 7.4.2. (192). Introduction 1927.4.1. ..............       structures  curved with composites of mechanics of development On 1897.4. "brooming"................................ of form the in fracture of mechanism of Explanation 1877.3. researches........................................................................................................ Experimental 1867.2. Introduction.............................................................................................................................. 186 7.1. elements...        reinforcing the along materials composite of compression and tension       under "brooming" of form the in fracture Brittle 5. Problem 7. 184 Chapter citation............................................................................. of objectivity the improving On 1806.7. results............................................................................................................... the Repeating cracks..................1796.6. along stresses (residual) initial with materials of fracture brittle of mechanics of problems anti-plane and plane dynamical the On (179).6.5. mechanics fracture of 4 Problem non-classical of problems static spatial for character resonance of phenomena the On 6.4.4. (178). schemes design 11 for obtained computer) the using and accurate (both results Concrete 6.4.3. (178). problems statical spatial of research of method the To 6.4.2. (177). cracks along acting stresses (residual) initial with materials of fracture brittle of mechanics of problems static spatial of statement To 1776.4.1. problems........................................................................................................ statical Spatial 6.4. (175). fracture of Criteria 6.3.3. (174). character resonant of Effects 6.3.2. (173). singularity of Order 1736.3.1. fracture............................................ of Criteria problems. statical anti-plane and Plane 1706.3. problems................................................................. of Statement discussion. Preliminary 1686.2. Introduction.............................................................................................................................. cracks...............168 6.1. the along stresses (residual) initial the of actions the account into taking cracks with materials of fracture Brittle 4. Problem 6.  Chapter mechanics fracture of problems nonclassical Other III. approach)(164). Part (continuum medium continuum of model the of framework the within Onresearches 5.3.3. (160). medium homogeneous piece-wise of model the of framework the within Researches 5.3.2. (159). concept General 1595.3.1. researches............................................................................................................ Theoretical 1575.3. researches........................................................................................................ Experimental 1575.2. Introduction.............................................................................................................................. 157 5.1. materials...................................           composite of compression under                    ends of crumpling of form the in Fracture 3. Problem 5. ..................................................................155 Chapter 4 chapter to Conclusion 4.6. (151). instability) surface the of (analysis        fiber the along compression under surface near located fiber single a       for Results 4.5.7 (149). fibers the along compression under fibers located       parallel of roe periodic one for Results 4.5.6. (146). fibers the along compression        under fibers located consistently of row periodic one for Results 4.5.5.        (145). fibers the along compression under fibers two located parallel for Results 4.5.4        (143). fibers the        along compression under fibers two located sequentially for Results 4.5.3.        (140). fibers along compression under fiber single for Results 4.5.2.        (139). fibers" long "infinitely of model the to transition Asymptotic  4.5.1. .........................138      compression under fibers short with composites of  fracture       brittle of mechanics of problems plane the of studies of Results 4.5. (137). 4.4. section of problems of study numerical of method the About 4.4.2. (136). problems of statement On compression.....................1364.4.1. under elements reinforcing short with composites        of fracture brittle of mechanics of problems plane of Statement 4.4. (134). research of direction second the within layers         and fibers short of Model 4.3.3. (133). research of direction second the         within layers and fibers long infinitely of Model 4.3.2. (132). research of         direction first the within layers and fibers long infinitely of Model 4.3.1. 132        Analogies......................................................... About schemes. design of Classification 1264.3. problems..................................................................................................... the of Statement 1254.2. fibers...........................................................               short of Case compression. under composites of structure internal the in stability of loss for results Experimental 125 4.1. ................................    compression under materials composite of mechanics fracture and stability of theory the in fibers short of Model 2. Problem 4. 123 CHAPTER 3......................................................................................................... chapter to Conclusion 3.4. (121). composites unidirectional fibrous of stability            of loss of modes complex for method research a constructing On 3.3.4.3.            (121). fracture Near-the-surface 3.3.4.2. (117). fracture Internal  3.3.4.1. 116            medium...........................................................................             homogeneous         piece-wise of Model composites. one-directional Fibrous  3.3.4. (113). theory Schurtz                      Daw-Grunfest-Rosen- the of analysis sequential the from Conclusions                      3.3.3.3.3. (112). composites layered of stability On 3.3.3.3.2. (108).                      composites of mechanics fracture continuum of Analysis 3.3.3.3.1.                      (108). materials composite          layered of mechanics fracture the to information Additional 3.3.3.3.          (107). fracture Near-the-surface 3.3.3.2. (105). fracture Internal 3.3.3.1. 104         medium............................................... piece-wise of Model composites. Layered 3.3.3. (103). fracture Near-the-surface 3.3.2.2. (99). fracture Internal 3.3.2.1. 99          fracture....................................................................................... of theory Continuum 973.3.2. information............................................................................................... Introductory 973.3.1. TLTDBS)..............................................................                of base the on        approaches sequential (strict direction second the of results Main   3.3. (95). "kinking" of phenomenon the of study the About 3.2.3.        (90). elements reinforcing the along compression under composites of fracture        on results Experimental 3.2.2. (87). compression under composites of        structure internal the in stability of loss the on results Experimental 3.2.1. 87       ......................... composites of compression for results experimental of Analysis 3.2. (85). composite) of            layers near-the-surface the in stability of (loss fracture Surface 3.1.3.2.            (84). structure) internal the in stability of (loss fracture Internal 3.1.3.1.             (84). TLTDBS) on approachesbased sequential (strict direction second The 3.1.3. (82). approaches) approximate (very direction first The 3.1.2. (79). concept General 793.1.1. research................................................................ of directions main and concept General elements...........................................................79 3.1. reinforcing the along               compression under materials composite in Fracture 1. Problem 3. compressionChapter under materials composite in Fracture II. (73). Part loads and cracks moving for state initial of coordinates in problems linearized plane dynamic in potentials Complex 2.6.6. (68). state initial of coordinates in problems linearized plane in potentials Complex 2.6.5. (65). state initial of coordinates in TLTDBS of solutions general and relations Main 2.6.4. (64). discussion Preliminary TLTDBS. of problems plane the in potentials Complex 2.6.3. (62). bodies incompressible for TLTDBS of Solutions General  2.6.2. (60). bodies compressible for solutions General 592.6.1. conditions........................ sub-critical homogeneous in TLTDBS for solutions General (57).2.6. 3 theory for Results load. "following" under bodies compressible for TLTDBS of principle Variational (55).2.5.2. 3 and 2, 1, theories for form Unified load. external "dead" bodiesunder incompressible for TLTDBS in principle variation Hu-Vashitsu 542.5.1. bodies......................... plastic and elastic for TLTDBS of principles variational the On (53).2.5. stability of conditions Sufficient 2.4.3. (51). method) method(statical Euler's of applicability for conditions Sufficient (49). bodies deformed of  models different for TLTDBS of formulation general The 492.4.1. TLTDBS................................................................................................ of problems General (46).2.4. rheologicalproperties with Bodies 2.3.3. (43) Bodies Plastic 2.3.2. (42). bodies Elastic 412.3.1. TLTDBS........................................................................................ in stability of criteria On (39).2.3. Notes 2.2.7. TLTDBS(37). to approach Approximate 2.2.6. (36). incrementaldeformations of theory On 2.2.5. (35). rotation of angles averaged small deformationsand small for stability of theory linearized About 2.2.4. (34). deformations sub-critical small of theory the of variant second The 2.2.3. (33). deformations sub-critical small of theory the of variant first The 2.2.2. (31). deformations sub-critical (fiinite) large of Theory 312.2.1. ...................       TLTDBS in theory) of (variants approaches of Classification 272.2. .............................................................      TLTDBS of formation the On 272.1 (TLTDBS).............................. stability bodies deformable the of theory linearized                 three-dimensional of foundations of statement Brief 2. (26). Chapter publications other some About 1.4.3. (24). mechanics fracture of problems classic of terms in mechanics fracture of problems non-classical of consideration On 1.4.2. (21). 8 to 1 Problems mechanics. fracture of problems non-classical in approaches and models of discussion brief A 201.4.1. mechanics.................................................................................................................... fracture        of problems non-classical of discussion Additional 171.4. mechanics........................................................... fracture of problems non-classical Eight 161.3. mechanics..................................................................... fracture of problems Non-classical 151.2. mechanics.............................................................................. fracture of problems Classical 151.1 mechanics........................................................................ fracture of problems                   non-classical and classical into Division 1. problemsChapter General I. 11 Part 7Introduction...................................................................................................................................... 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