Elevated Steel Fibre Reinforced Concrete Slabs and the Hybrid Alternative: Design Approach and Parametric Study at Ultimate Limit State

2021 ◽  
pp. 504-513
Author(s):  
Stanislav Aidarov ◽  
Luca Sutera ◽  
Manuela Valerio ◽  
Albert de la Fuente
Keyword(s):  
Reinforced Concrete ◽  
Parametric Study ◽  
Limit State ◽  
Concrete Slabs ◽  
Ultimate Limit State ◽  
Fibre Reinforced Concrete ◽  
Steel Fibre Reinforced Concrete ◽  
Alternative Design ◽  
Reinforced Concrete Slabs ◽  
Ultimate Limit

Software for Design and Assessment of Rotationally Symmetrically Loaded Reinforced Concrete Slabs in the Shape of Circle or Ring

2015 ◽  
Vol 749 ◽  
pp. 368-372
Author(s):  
Jana Vaskova ◽  
Pavlina Matečková
Keyword(s):  
Reinforced Concrete ◽  
Limit State ◽  
Design Principles ◽  
Tangential Direction ◽  
Concrete Slabs ◽  
Ultimate Limit State ◽  
Serviceability Limit State ◽  
Reinforced Concrete Slabs ◽  
The Subject ◽  
Ultimate Limit

The subject of this paper is an universal software for reinforced concrete annular and circular slabs reinforced in the radial and tangential direction. Such slabs are used for roof and ceiling structures of buildings. The software can be used for design and assessment of rotationally symmetrically loaded annular and circular reinforced concrete slabs with arbitrary supports and span. Based on user's choice, the software proposes solutions to not only meet all the design principles, but especially ultimate limit state and serviceability limit state.

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