FEM für Praktiker : die Methode der finiten Elemente mit dem FE-Programm ANSYS Rev. 5.0 ; mit vielen Demonstrationsbeispielen
Gespeichert in:
| Autor*in: |
Müller, Günter [verfasserIn] Rehfeld, Ingolf [verfasserIn] Katheder, Willi [verfasserIn] |
|---|
| Format: |
Buch |
|---|---|
| Sprache: |
Deutsch |
| Erschienen: |
Renningen-Malmsheim: expert-Verl. ; 1995 |
|---|---|
| Ausgabe: |
2., verb. Aufl. |
| Zeitschrift/Reihe: |
| Schlagwörter: | |
|---|---|
| Schlagwörter: |
| Systematik: |
|
|---|
| Anmerkung: |
Literaturverz. S. 696 - 697 |
|---|---|
| Umfang: |
709 S. ; Ill., graph. Darst. ; 23 cm |
| Reihe: |
Kontakt + Studium ; Konstruktion ; 441 |
|---|
| Links: | |
|---|---|
| ISBN: |
3-8169-1123-4 |
| Katalog-ID: |
156758822 |
|---|
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| 245 | 1 | 0 | |a FEM für Praktiker |b die Methode der finiten Elemente mit dem FE-Programm ANSYS Rev. 5.0 ; mit vielen Demonstrationsbeispielen |c Günter Müller; Ingolf Rehfeld; Willi Katheder |
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Ex.) 170 01 3027/1 1995.0423 370 01 4370 95.1256 736 01 4736/0006 RS BA 94/402 40 01 0007 1996-11 7 |
| allfields_unstemmed |
94,N33,0382 dnb 941622983 DE-101 3816911234 3-8169-1123-4 (DE-627)156758822 (DE-576)041805690 (DE-599)GBV156758822 (OCoLC)299792232 (OCoLC)299792232 (DE-604)8097496065 DE-627 ger DE-627 rakwb ger XA-DE 28 sdnb SK 910 rvk (DE-625)rvk/143270: 50.03 bkl 50.31 bkl 54.81 bkl Müller, Günter verfasserin aut FEM für Praktiker die Methode der finiten Elemente mit dem FE-Programm ANSYS Rev. 5.0 ; mit vielen Demonstrationsbeispielen Günter Müller; Ingolf Rehfeld; Willi Katheder 2., verb. Aufl. Renningen-Malmsheim expert-Verl. 1995 709 S. Ill., graph. Darst. 23 cm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Kontakt + Studium 441 Konstruktion Literaturverz. S. 696 - 697 Archivierung/Langzeitarchivierung gewährleistet PEBW XA-DE-BW pdager DE-24 Finite element method Data processing s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd DE-101 s (DE-588)4211838-4 (DE-627)105085340 (DE-576)210205911 ANSYS gnd DE-101 s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd (DE-627) s (DE-588)4211838-4 (DE-627)105085340 (DE-576)210205911 ANSYS gnd (DE-627) Rehfeld, Ingolf verfasserin aut Katheder, Willi verfasserin aut Kontakt & Studium 441 : Konstruktion 441,2 (DE-627)129421669 (DE-576)028408101 (DE-600)190361-5 0171-1938 ns http://www.gbv.de/dms/goettingen/156758822.pdf V:DE-601 B:DE-7 pdf/application Verlag Inhaltsverzeichnis Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP SSG-OPC-MAT GBV_ILN_23 ISIL_DE-830 GBV_ILN_30 ISIL_DE-104 GBV_ILN_32 ISIL_DE-Ilm1 GBV_ILN_40 ISIL_DE-7 GBV_ILN_40_i002 GBV_ILN_60 ISIL_DE-705 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_65 ISIL_DE-3 GBV_ILN_70 ISIL_DE-89 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_105 ISIL_DE-841 GBV_ILN_132 ISIL_DE-959 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_147 ISIL_DE-Fl3 GBV_ILN_150 ISIL_DE-J59 GBV_ILN_151 ISIL_DE-546 GBV_ILN_152 ISIL_DE-Shm2 GBV_ILN_164 ISIL_DE-916 GBV_ILN_170 GBV_ILN_225 ISIL_DE-Wim21 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2008 ISIL_DE-24 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2016 ISIL_DE-93-100 ISIL_DE-93-211 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 Blocktest SK 910 Numerische Methoden der Konvergenzbeschleunigung, Iteration Mathematik Monografien Numerische Mathematik Numerische Methoden der Konvergenzbeschleunigung, Iteration (DE-627)1270927248 (DE-625)rvk/143270: (DE-576)200927248 50.03 Methoden und Techniken der Ingenieurwissenschaften (DE-627)181571455 50.31 Technische Mechanik (DE-627)10642050X 54.81 Anwendungssoftware (DE-627)106418874 BO 20 01 0084 146211324 00 --%%-- 2733-6359 --%%-- --%%-- k 05-04-95 20 02 0084 251418464 00 L7 ifh 18.114 i --%%-- riL7 15-06-97 20 03 0084 259917788 00 F3 MEE417 i --%%-- riF3 06-10-97 20 04 0084 259917893 00 N7 24.055 i --%%-- riN7 06-10-97 20 06 0084 655163301 00 M3 PROG-M 26 i --%%-- riM3 06-07-04 23 02 0830 163723087 00 27 2767-0154 --%%-- --%%-- z 14-12-94 30 01 0104 141618787 00 --%%-- 94 A 974 u --%%-- z 18-12-96 30 02 0104 943777690 00 104/06 CL 06 : IfM6 MAT: Monographien g --%%-- Institutsbestand, deshalb nähere Informationen im Inst. f. 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Ex.) 170 01 3027/1 1995.0423 370 01 4370 95.1256 736 01 4736/0006 RS BA 94/402 40 01 0007 1996-11 7 |
| allfieldsGer |
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30@Institutsbestand, deshalb nähere Informationen im Inst. f. Mathematik (IfM6) 164@Weitere Exemplare unter den anderen Auflagen 2008@st 3a 2016@Inv.Nr. 1658 2018@28.06.95/mü |
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Methode der finiten Elemente FEM <Mathematik> Finite Elemente Finite-Elemente-Methode Analysis System <Programm> ANSYS |
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2024-07-19T07:34:04.508Z |
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ind1=" " ind2=" "><subfield code="2">40</subfield><subfield code="1">02</subfield><subfield code="x">0007</subfield><subfield code="b">111795045X</subfield><subfield code="c">00</subfield><subfield code="f">7/002</subfield><subfield code="d">P 90 M 13748</subfield><subfield code="e">i</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi002</subfield><subfield code="z">12-03-10</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">60</subfield><subfield code="1">01</subfield><subfield code="x">0705</subfield><subfield code="b">185993672</subfield><subfield code="c">00</subfield><subfield code="f">MB</subfield><subfield code="d">MEC 400:Y0009(002)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">14-05-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">28</subfield><subfield code="x">3401</subfield><subfield code="b">28351454X</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">122 747/28</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">x</subfield><subfield code="z">15-05-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">65</subfield><subfield code="1">01</subfield><subfield code="x">0003</subfield><subfield code="b">168759330</subfield><subfield code="c">00</subfield><subfield code="f">M1</subfield><subfield code="d">95 A 1603</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k3</subfield><subfield code="z">12-12-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">01</subfield><subfield code="x">0089</subfield><subfield code="b">136300146</subfield><subfield code="c">00</subfield><subfield code="f">Haus2</subfield><subfield code="d">RA 4189(441),2</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">29-11-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">100</subfield><subfield code="1">04</subfield><subfield code="x">3100</subfield><subfield code="b">151934630</subfield><subfield code="c">00</subfield><subfield code="f">FH</subfield><subfield code="d">1995 a 3007:4</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">13-07-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">105</subfield><subfield code="1">01</subfield><subfield code="x">0841</subfield><subfield code="b">186329121</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">1996 A 595</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">21-05-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">132</subfield><subfield code="1">02</subfield><subfield code="x">0959/1</subfield><subfield code="b">152800689</subfield><subfield code="c">00</subfield><subfield code="f">W</subfield><subfield code="d">WCG 98 389/2+1</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">kw</subfield><subfield code="z">07-08-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">01</subfield><subfield code="x">3526</subfield><subfield code="b">157890546</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">1995 A 61</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">02-10-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">147</subfield><subfield code="1">01</subfield><subfield code="x">3528</subfield><subfield code="b">075085305</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">SK 910 M946(2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">14-12-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">150</subfield><subfield code="1">04</subfield><subfield code="x">3406</subfield><subfield code="b">292508352</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">50.00,1-95/16421</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">10-08-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">151</subfield><subfield code="1">01</subfield><subfield code="x">0546</subfield><subfield code="b">296367699</subfield><subfield code="c">00</subfield><subfield code="f">LS</subfield><subfield code="d">ZI 3310 M946 (2)</subfield><subfield code="e">g</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">14-09-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">01</subfield><subfield code="x">3405</subfield><subfield code="b">367066440</subfield><subfield code="c">00</subfield><subfield code="f">A</subfield><subfield code="d">Ma 760 3972/94</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">24-11-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">04</subfield><subfield code="x">3405</subfield><subfield code="b">367066475</subfield><subfield code="c">00</subfield><subfield code="f">A</subfield><subfield code="d">Ma 760 3975/94</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">24-11-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">164</subfield><subfield code="1">01</subfield><subfield code="x">0916</subfield><subfield code="b">240147480</subfield><subfield code="c">00</subfield><subfield code="f">WOB</subfield><subfield code="d">MG K 010</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="k">Weitere Exemplare unter den anderen Auflagen</subfield><subfield code="y">zw</subfield><subfield code="z">27-02-97</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">170</subfield><subfield code="1">01</subfield><subfield code="x">3027/1</subfield><subfield code="b">660609142</subfield><subfield code="c">00</subfield><subfield code="f">Bs68-B</subfield><subfield code="d">519 Müller</subfield><subfield code="e">u</subfield><subfield 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code="x">DE-24</subfield><subfield code="b">3272705996</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">45/2557</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="c">01</subfield><subfield code="f">Magazin 8</subfield><subfield code="d">SK 910 45/2557</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">st 3a</subfield><subfield code="y">l01</subfield><subfield code="z">22-06-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">01</subfield><subfield code="x">DE-90</subfield><subfield code="b">3272706097</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">94 A 4560(2)</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield 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FEM für Praktiker Die Methode der Finiten Elemente mit dem FE-Programm ANSYS® Rev. … Dr.-Ing. Günter Müller Dipl.-Ing. Ingolf Rehfeld Prof. Dr.-Ing. Willi Katheder Mit vielen Demonstrationsbeispielen SUB Göttingen … Kontakt & Studium Band … Herausgeber: Prof. Dr.-Ing. Wilfried J. Bartz Technische Akademie Esslihgen Weiterbildungszentrum DI Elmar Wippler expert verlag *xpert[j)y] vertag Inhaltsverzeichnis Teil I Anwendung der Finite-Elemente-Methode (FEM) in der Praxis … Lernziel … Einleitung Bedeutung und Nutzen der FEM Klassische Anwender Neuere Anwender … Berechnungsaufgaben Statik und Dynamik Temperaturfelder und analoge Feldprobleme Elektrische Felder Magnetfelder Kunststoffspritzgußsimulation Neue Anwendungsgebiete … Entwicklungstendenzen … Grundidee der Finiten-Elemente-Methode Rechnerische Simulation Die Finite-Elemente-Methode (FEM) Berechnung komplexer Geometrien mit FEM Anwendung der FEM auf dynamische Aufgaben Anwendung der FEM auf Wärmefeld- und Magnetfeldberechnungen … Geschichte der Finite-Elemente-Methode … FE-Programme Übersicht Auswahl eines FE-Programms … Hardware für FEM … Modellerzeugung und Ergebnisauswertung Pre- und Postprocessing CAD-FEM-Kopplung … Teil II … Einführung in die Theorie der FEM … Lernziel … Ausführliche Beschreibung anhand eines einfachen nachvollziehbaren Beispiels Beschreibung des Beispiels ~ ' Analytische Lösung Lösung nach der Finite-Elemente-Methode Steigerung der Genauigkeit der Ergebnisse Höhere Anzahl von Elementen Elemente mit höherer Ansatzfunktion Konvergenzbetrachtung … Ergänzende Betrachtungen Prinzip vom Minimum der potentiellen Energie Ingenieurmäßige Deutung der Elementsteifigkeitsmatrix und der Gesamtsteifigkeitsmatrix … Berücksichtigung von Elementbelastungen Vorgehensweise … Beliebige Lage der Elemente … Ergänzende Erläuterungen zum Gleichungssystem Belegung der Koeffizientenmatrix Gleichungsauflösung nach der Wavefront-Methode … Lösung des Beispiels … mit dem FEM-Programm ANSYS … Die Steifigkeitsmatrix des Scheibenelements Herleitung der Steifigkeitsmatrix für ein Element, das parallel zu den globalen Achsen ausgerichtet ist. Allgemeines (isoparametrisches) Scheibenelement Lösung des Beispiels aus … mit zwei Scheibenelementen … Zusammenfassung - FEM für Strukturmechanik Vorgehensweise der FEM Einige Standardelemente für die Strukturmechanik LINK1 (truss) BEAM3 (beam) SHELL63 (Shell, plate Option) SHELL63 (shell) PLANE42 (plane stress Option) PLANE42 (plane strain Option) PLANE42 (axisymmetric Option) SOLID45 … -d solid) … Dreieck-Tetraeder - Prismaelemente . Elemente mit Zwischenknoten Verbesserte Elemente ohne Zwischenknoten … Ausblick - FEM für nichtlineare Statik, Dynamik, Wärmeleitung, elektrostatische Felder, Magnetfelder, Strömung Nichtlineare Statik Dynamik Wärmeleitung • Analoge Feldprobleme Magnetfeld Strömungsmechanik … Durchführung einer FE-Berechnung Anforderungen an den Anwender Ablauf einer FEM-Berechnung Vorüberlegungen Wahl der Vernetzungstechnik Hinweise zur Elementaufteilung Festlegung der Randbedingungen Materialdaten, Elementgeometriedaten Berechnung großer Strukturen Kontrolle der Eingabedaten und Berechnungslauf Auswertung der Ergebnisse … Teil III Einführung in das Finite-Eiemente-Programm ANSYS … Lernziel … Das Finite-Eiemente-Programm ANSYS Berechnungsmöglichkeiten … Programmaufbau … Die ANSYS Eingabesprache Maßeinheiten Tips für Anfänger Das ANSYS-User-Interface Beispiel: Berechnung eines Biegeträgers ANSYS Grundkommandos Elementtyp Elementgeometrie (Real Constants) Materialdaten Knoten und Elemente Berechnungsart Belastungen … Rand- und Symmetriebedingungen Auswertung … ANSYS interaktive Grafik ANSYS Ausgabe - Listings und Plots Grafische Kontrollkommandos Grafikausgabe auf Peripheriegeräten Das DISPLAY-Programm … ANSYS Elemente Das Finite Elemente Modell ANSYS Elementbibliothek … Koordinatensysteme Lokale Koordinatensysteme Knotenkoordinatensysteme (Nodal) Elementkoordinatensysteme … Solid Modeling und automatische Vernetzung Die ANSYS Working-Plane Grundkommandos des ANSYS Solid Modeling "bottom-up" Keypoints Linien Flächen Volumen Grundkommandos des ANSYS Solid Modeling "top-down" Primitives Boole'sche Operationen Der automatische Netzgenerator Extrudieren zweidimensionaler Netze … Der Solution Processor Definition von Lasten und Randbedingungen - Berechnung Vorgabe von Lasten und Randbedingungen am Solid Model … Auswertung der Ergebnisse (Postprocessing) Displacement Plots Contour Plots < Gemittelte und ungemittelte Ergebnisse Vector Plots Tabellarische Ausgabe Pfadoperationen und Auswertungen "Element-Tables" Fehlernorm und adaptive Netzverfeinerung Erweiterte Auswertungen Auswertung für Linienelemente … Selektieren aus der ANSYS Datenbasis Komponenten und Baugruppen … ANSYS Datenbasis und Dateien … Mehrfache Elementattribute … Mehrfache Lastfälle und Lastfallüberlagerung … ANSYS Parametric Design Language APDL (Parametersprache) Benutzerdefinierte Parameter Zuweisung eines Wertes aus der Datenbasis als Parameter Schleifenprogrammierung mit APDL Mathematische Operationen mit Parameter Funktionen in der APDL Makros Wiederholungen Benutzerdefinierte Abkürzungen . Vektoren und Matrizen als Parameter … Kopplung von Freiheitsgraden … Interfaces zu anderen Programmen … Teil IV Beispiele … Lernziel … Testbeispiel … Strukturmechanik: Scheibe - direkte Generierung … Strukturmechanik: Scheibe - automatische Vernetzung … Strukturmechanik: Scheibe - Boole'sche Operationen … Strukturmechanik: Scheibe mit Loch - Menueführung Programmaufruf und Aktivierung des Menues Preprocessing (Modellaufbereitung) Auswahl des Elementtyps Definition der Materialeigenschaften Definition der Geometrie Vernetzen der Struktur Solution (Lösungsphase) Postprocessing (Ergebnisaufbereitung) … Strukturmechanik: Scheibe mit Loch - adaptive Vernetzung … Element - Auswahl: Balkenelemente Scheibenelemente Volumenelemente … Nichtlineares Materialverhalten: Schiefe Biegung eines Kragträgers … Elastizität: Tellerfeder … Elastizität und Plastizität: Dickwandiger zylindrischer Hochdruckbehälter Viskoelastizität: … Pendelstütze aus zwei verschiedenen Kunststoffen … Composite: Sandwich - Träger … Optimierung: Bimetall - Element … Dynamik: Biegekritische Drehzahlen eines Rotors … Dynamik: Gedämpfter Ein - Massen - Schwinger … Kontakte: Relais Wärmeübertragung: Temperaturverteilung in einer Mehrschicht - Wand … Gekoppelte Felder: Kraftwirkung auf stromdurchflossenen Leiter … Grundlagen der Matrizenrechnung … Lernziel … Definitionen und Begriffe … Operationen mit Matrizen … Lösung von Gleichungssystemen nach dem Gauß'schen Eliminationsverfahren … Anhänge A Standardelemente von ANSYS … Allgemeine Hinweise … Elementbeschreibungen Ebener Stab LINK1 Ebenes … -Knoten Dreieck-Element PLANE2 Ebener elastischer Balken BEAM3 Feder-Dämpfer-Element COMBIN14 Allgemeines Massenelement MASS21 Ebenes … -Knoten Viereck-Element PLANE42 … -d Volumenelement SOLID45 Rotationssymmetrische kegelförmige Schale SHELL51 … -Knoten Schalenelement SHELL63 Ebenes … -Knoten Viereck-Element PLANE82 … ANSYS/ED Installationsanleitung … Wichtige Hinweise … Hardwarevoraussetzungen … Installationsanleitung … DOS-Extender … Starten von ANSYS/ED Programmaufruf … Batch-Verarbeitung … Aufruf von ANSYS/ED von einem anderen Laufwerk … Abbruch von Prozessen … JOB-Namen … Fehlermeldungen … Zusammenstellung aller ANSYS-Kommandos … Symbole und Bezeichnungen … Literatur … Sachregister … |
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code="z">21-05-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">132</subfield><subfield code="1">02</subfield><subfield code="x">0959/1</subfield><subfield code="b">152800689</subfield><subfield code="c">00</subfield><subfield code="f">W</subfield><subfield code="d">WCG 98 389/2+1</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">kw</subfield><subfield code="z">07-08-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">01</subfield><subfield code="x">3526</subfield><subfield code="b">157890546</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">1995 A 61</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">02-10-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">147</subfield><subfield code="1">01</subfield><subfield code="x">3528</subfield><subfield code="b">075085305</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">SK 910 M946(2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">14-12-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">150</subfield><subfield code="1">04</subfield><subfield code="x">3406</subfield><subfield code="b">292508352</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">50.00,1-95/16421</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">10-08-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">151</subfield><subfield code="1">01</subfield><subfield code="x">0546</subfield><subfield code="b">296367699</subfield><subfield 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| score |
7.015645 |