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Analysis of rearrangement of internal forces due to temperature differences of concrete as well as of its creep and shrinking is made using both K.Sattler's and B.Fritz's methods for compound beam; advantages and limitations of these methods are discussed.
Analysis of rearrangement of internal forces due to temperature differences of concrete as well as of its creep and shrinking is made using both K.Sattler's and B.Fritz's methods for compound beam; advantages and limitations of these methods are discussed.
Composite bridges
Verbundbruecken
Schlaginhaufen, R. (Autor:in)
1964
5 pages
Aufsatz (Zeitschrift)
Englisch
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