Robustness of reinforced concrete columns

Enhanced design rules on compression members using high-strength and ultra-high performance concretes

The robust design of supporting structures is the basis for every structural design. Damages caused by unplanned loads must be limited to a reasonable extent in order to prevent abrupt failure or progressive collapse. While abrupt tensile failure occurring at structural members subjected to bending loads is prevented by complying with the minimum reinforcement for ensuring a ductile behavior of the component, a robust component failure occurring at structural members subjected to compression loads cannot be guaranteed by the current structural design requirements in all cases (Fig.). In particular, when using high-strength concretes and ultra-high performance concretes, adapting or enhancing the structural design rules on compression members need to be discussed.

Technical literature contains various approaches to evaluate the load-bearing behavior and the post-cracking behavior of reinforced concrete columns, however, only a few of them allow an assessment of the robustness. Therefore, at iBMB, Division of Concrete Construction of the TU Braunschweig, a method was developed which determines the robustness by the ratio of load capacity and load at a defined compressive strain in the post-cracking stage. Subsequently, the test data was used to develop a validated rheological model, representing the load-bearing behavior and the post-cracking behavior of reinforced concrete columns in a practical manner and thus enabling a simple assessment of the robustness. A parameter study on the impact of essential column parameters disclosed deficiencies of the existing structural design rules and identified measures for a purposeful influence on the robustness. Finally, proposals were made based on the above-mentioned investigations for adapting or enhancing the design rules on compressive members taking in particular high-strength concretes and ultra-high performance concretes into account.

Related articles:

Issue 2019-02 Structural and deformation behavior

Large-scale tests on precast carbon-reinforced concrete beams

With the innovative composite material carbon-reinforced concrete, thin-walled, high-performance components can be realized. Applicable design concepts and engineering rules are necessary to...

Issue 2017-02 Improved design models as against EC 2

Increase in the load-bearing capacity of shear stud assemblies

A purposefully applied supplementary reinforcement can considerably increase the load-bearing capacity of fastenings embedded in concrete under tension load (mode of failure: concrete cone failure)...

Issue 2016-02 Subsequent connection of structural concrete and reinforced-concrete components

Long-term structural behavior of bonded anchors

Bonded anchors are used to connect additional concrete or reinforced-concrete components to existing structures. They are subject to permanent loading during their service life. Under this permanent...

Issue 2017-02 Innovative roof sandwich elements

Load-bearing behavior of sandwich elements with thin concrete shells and bar-shaped connectors

The presentation deals with an engineering model on the basis of tests regarding the load-bearing behavior of roof sandwich elements comprising 70 mm thin reinforced concrete shells each and a...

Issue 2020-02 Testing and analysis of the structural behavior

3D-printed reinforced-concrete elements

Additive manufacture (AM) and/or 3D printing with concrete represents a highly innovative and future-oriented production technology for the construction industry. For one, linkage with modern...