Reinforced-concrete floor slabs in multi-story building construction

Concentric strain due to shrinkage and/or temperature variations

Constraint forces occurring in reinforced-concrete members are often difficult to determine. This particularly applies to reinforced-concrete floor slabs in multi-story building construction, which are always subject to a combined action of in-service loading and concentric strain. However, when designing structural members for the serviceability limit state (and more specifically, verifying crack widths), it is crucial to arrive at a realistic estimate of the constraint force. In reinforced-concrete floor slabs for multi-story building construction, constraint forces can be generated by shrinkage and/or temperature variations. These two types of strain trigger different types of actions in reinforced-concrete floor slabs. This is due to the fact that the reinforcing bars firmly embedded in the concrete have a supporting effect in the case of concrete shrinkage, thus obstructing shrinkage-induced deformation, whereas constraint forces acting on reinforced-concrete members as a result of cooling induce tensile stresses in both the concrete and the reinforcement. This difference leads to significant variations in the N-ε curves of reinforced-concrete members subject to the above actions and must thus be considered when determining constraint forces. Furthermore, constraint forces can also be a crucial factor for designing stiffening members. Walls, elevator shafts and similar components limit the elongation or shortening of reinforced-concrete floor slabs during shrinkage, for instance due to temperature variations. The resulting forces acting on stiffening members can be significant, which is why they must not be neglected when designing such members.

Related articles:

Issue 2018-02 Design of concrete structures

Centric axial strain in uniaxially restrained precast reinforced concrete floor slabs

Any floor slab whose shortening is obstructed by stiffening components, such as building cores or walls, will be subject to strain caused, for instance, by shrinkage. In this scenario, reinforced...

more
Issue 2020-02 Prefabricated prestressed sandwich floors

Reducing the material consumption of flat floor slabs

Over the years, the development of reinforced-concrete floors for multi-story building construction has given rise to a large number of different designs. When reinforced-concrete construction was...

more
Issue 2013-02 Constraint actions in building construction

Implications for monolithic structures

Buildings are subject to a wide range of constraint forces as a result of their distinct statically indeterminate structure and their complex, mostly monolithic support conditions. These actions are...

more
Issue 2009-01 ACAD floor

CAD planning of precast floor slabs with AutoCAD

From the perspective of planning, the floor is a seemingly simple product, there being no complex and elaborate component geometries to deal with, as is the case with walls or façades. But there are...

more
Issue 2013-04

Building structure of pre-cast monolithic walls and interfloor slabs

(10) WO 2013/019134 A1 (22) 1 September 2011 (01.09.2011) (43) 7 February 2013 (07.02.2013) (57) The invention relates to a building structure comprising composite floor slabs and pre-cast wall...

more