Analysis of static work rectangular tank under load of temperature

In the paper presents calculations of rectangular tank under temperature of load in Finite difference method in variance formulate. Calculations fndings in above method compare with calculations knows from literature and polish norms. Results of greatest bending moments gives a descriptions are diff...

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Bibliographic Details
Published inActa scientiarum Polonorum. Budownictwo. Architectura no. 5
Main Authors Buczkowski, W.,Akademia Rolnicza, Poznan (Poland). Katedra Mechaniki Budowli i Budownictwa Rolniczego, Czajka, S.,Akademia Rolnicza, Poznan (Poland). Katedra Metod Matematycznych i Statystycznych, Pawlak, T.,Akademia Rolnicza, Poznan (Poland). Katedra Mechaniki Budowli i Budownictwa Rolniczego
Format Journal Article
LanguagePolish
Published 2006
Subjects
CISTERNAS
CITERNE
http://www.fao.org/aos/agrovoc#c_25699
http://www.fao.org/aos/agrovoc#c_4683
http://www.fao.org/aos/agrovoc#c_4788
http://www.fao.org/aos/agrovoc#c_6174
http://www.fao.org/aos/agrovoc#c_7657
MECHANICAL PROPERTIES
METHODE
METHODS
METODOS
PRESION
PRESSION
PRESSURE
PROPIEDADES MECANICAS
PROPRIETE MECANIQUE
TANKS
TEMPERATURA
TEMPERATURE
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Summary:In the paper presents calculations of rectangular tank under temperature of load in Finite difference method in variance formulate. Calculations fndings in above method compare with calculations knows from literature and polish norms. Results of greatest bending moments gives a descriptions are different than fnite difference method in fundamental way. Difference consist in lack allow for in calculations regular space work of construction like rectangular tank
Bibliography:2008000371
N01
ISSN:1644-0633
2544-1760