12282 KB234 KB0 KB2017Bratina, SebastjanPirmanšek, KlaraPlaninc, IgorSaje, MiranSchnabl, SimonZupan, DejanXVIII, 50 str., 4 pril., 30 cmCOBISSID:8182881PID:https://repozitorij.uni-lj.si/IzpisGradiva.php?id=99209URN:URN:NBN:SI:doc-MOWDOD5XslK. Pirmanšekvisokošolska delacivil engineeringdisertacijeembedded discontinuitygeometrically exact beam finite elementgeometrijsko točni prostorski nosilciizguba enoličnostilocalization of deformationlokalizacija deformacijloss of uniquenessmaterial softeningmaterialno mehčanjemehčanje materialaprostorski linijski nosilcithesisvgrajena nezveznostMehčanje materiala in lokalizacija deformacij v geometrijsko točni teoriji prostorskih nosilcev z vgrajeno nezveznostjo| doctoral thesis| doktorska disertacija| Material softening and strain localization in spatial geometrically exact beam finite element method with embedded discontinuity|When some critical condition is reached at a material point of a solid body, a localized strain starts developing which makes the strain field discontinuous and highly accelerates local damaging of material. The present thesis addresses this kind of strain localization in spatial geometrically exact beams. Here we propose a new beam finite element formulation which accounts for softening of material by applying the embedded strong strain discontinuity technology. The formulation is essentially an extension of the original strain-based formulation and upgraded such to allow for detecting the onset of strain localization and to introduce additional equations for evaluating singular strain peaks and jumps of displacements and rotations at the localized section in further deformation. The consistency condition that the equilibrium and the constitutive stress-resultants are equal is shown to be naturally suited for the implementation into the discontinuous formulation. The condition for the onset of strain localization at a beam cross-section is here related to the loss of uniqueness of the beam cross-sectional constitutive equations. If the condition for a unique inverse is violated, two solutions are possible for cross-sectional strains. In a subsequent deformation, one of the two solutions follows the softening regime of material. The discontinuous increments in strains, displacements and rotations at the softening cross-section are obtained from the equations of the structure supplemented by the consistency conditions of the softening cross-section. The primary unknowns are interpolated and a collocation method is chosen for discretization of the continuous equations. The system of equations is solved by the iterative Newton method, therefore the linearization of equations and the update procedure are presented. The computer code is generated and the performance of the formulation is tested on numerical examples where the arc-length method is used to track the load-deformation path of constructions and a plastic material constitution model implementedKo je v materialni točki trdnega telesa doseženo neko kritično stanje, se začnejo razvijati lokalizirane deformacije, kar povzroča nezveznosti v polju deformacij in močno pospeši lokalno deformiranje materiala. V doktorski nalogi obravnavamo te vrste lokalizacije deformacij v teoriji geometrijsko točnih prostorskih nosilcev. Predstavimo novo formulacijo prostorskih linijskih nosilcev, ki upošteva mehčanje materiala prek vgrajenih nezveznosti deformacij. Gre za razširitev osnovne deformacijske metode končnih elementov tako, da omogoča zaznavanje pojava lokalizacije in razširi sistem enačb, iz katerega lahko nato izračunamo tudi skoke deformacij, pomikov in rotacij pri nadaljnjem deformiranju. Zahteva po enakosti konstitucijskih in ravnotežnih sil in momentov se izkaže za primerno pri implementaciji v nezvezno formulacijo, nastanek lokalizacije pa je povezan z izgubo enoličnosti konstitucijskih enačb prečnega prereza. Takoj ko njihov inverzni več enoličen, sta rešitvi za deformacije prečnega prereza lahko dve. Pri nadaljnjem deformiranju ena od teh rešitev sledi mehčanju materiala. Nezvezne inkremente deformacij, pomikov in rotacij mehčajočega prečnega prereza dobimo iz enačb konstrukcije, ki jih dopolnimo z dodatnimi konstitucijskimi pogoji mehčajočega prečnega prereza. Osnovne neznanke interpoliramo in zvezne enačbe diskretiziramo po metodi končnih elementov, pri čemer izberemo kolokacijsko metodo. Enačbe rešujemo z Newtonovo iteracijsko metodo, zato podrobno predstavimo njihovo linearizacijo in dodajanje popravkov. Nov element vgradimo v računalniški program in testiramo na numeričnih primerih, pri čemer uporabimo metodo ločne dolžine za sledenje obtežno-deformacijski poti in plastični konstitucijski zakon materialaTEXTvisokošolska delatheses and dissertationsSlovenian National E-content AggregatorNational and University Library of SloveniaUniverza v Ljubljani, Fakulteta za gradbeništvo in geodezijo