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Eugen Du&#x;ulescu 《Beton- und Stahlbetonbau》2006,101(11):881-886
About the calculation of crack width The limitation of crack width that DIN 1045‐1 required are possible through succesive corrections of reinforcement area or/and their diameter. A general procedure (which) transforms these iterative proofs to the design of cross sections – subjected to axial tension respectively bending with axial load – is reported. Finally design diagrams and tables for usual practical cases are represented. 相似文献
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