Theoretical and experimental study on steel open-web sandwich floor with flanged cruciform section shear key.
- Resource Type
- Article
- Authors
- Ruilin Shen; Jianchun Xiao; Kejian Ma; Jiayi Mao; Guiping Li; Weiyi Zeng; Qin Wang
- Source
- Latin American Journal of Solids & Structures. 2020, Vol. 17 Issue 3, p1-20. 20p.
- Subject
- *STEEL girders
*DEAD loads (Mechanics)
*STEEL
- Language
- ISSN
- 1679-7817
Steel open-web sandwich floors (SOSFs) have been applied in several pioneering industrial and public buildings. The traditional square tube shear key (STSK) is changed into a flanged cruciform section shear key (FCSK) to further improve the bearing capacity of SOSFs. A half-scale test model is designed. A graded static loading test is performed to measure deflection and strain. The calculation formula of the intersection beam analogy method (IBAM) considering the influence of shear stiffness is proposed. A finite element (FE) analysis was also performed. The results of the test, IBAM and FE method are compared. The maximum deviation of the deflection obtained by them is less than 5%, and the maximum strain error is less than 7%. These figures prove that all three methods have high precision in the elastic range. Compared SOSFs use a different shear keys with the same grid size and chords, the maximum Mises stress is reduced by 55.9% and the maximum displacement is reduced by 36.1%. The new shear key imparts the structure with improved bearing capacity and safety margin. [ABSTRACT FROM AUTHOR]