Structural Concrete, Vol. 9, no. 3, September 2008

Written on 19 August 2011.

Bond behaviour of NSM FRP strips in service

Kurt Borchert, Bantrel Co., Calgary, Alberta, Canada
Konrad Zilch, Technical University, Munich, Germany 


Most fibre-reinforced polymer (FRP) systems for strengthening of existing structures use an epoxy resin-based adhesive. Chemically, epoxy resins are defined as plastics. Compared with concrete, epoxy resins show material properties more sensitive to service conditions, for example creep during sustained loading and increased temperature, respectively. These effects can become critical for the durability and the load-carrying capacity of the strengthening. In consideration of applications under elevated temperatures or strengthening systems based on permanent bond stresses the benefit may be limited by the material properties of the epoxy resin. In order to predict reliably the long-term performance of adhesively bonded FRP reinforcement it is important to develop experimentally validated design models. This paper reports experimental long-term tests investigating the properties of epoxy resins and their impact on the bond behaviour of near-surface-mounted (NSM) FRP strips. Based on these experimental results material models, bond models and a simplified calculation method are developed and presented in this paper. 

Structural Concrete, Vol. 9, no. 2, June 2008

Written on 19 August 2011.

An experimental investigation on beam supported reinforced concrete skew slabs

K. U. Muthu, M S Ramaiah Institute of Technology, Bangalore, India
M. U. Aswath, Bangalore Institute of Technology, Bangalore, India
A. Prabhakara, University Viswesvaraya College of Engineering, Bangalore, India


An experimental programme has been designed to cast and test 18 beam supported reinforced concrete skew slabs subjected to distributed loading. The variables include edge rigidity, skew angle and coefficient of orthotropy. The load deflection behaviour, ultimate strength and the effect of cracking were studied and the results are presented. The current work highlights the effect of membrane action on skew slabs with lateral restraints and its signficance. 

Structural Concrete, Vol. 9, no. 2, June 2008

Written on 19 August 2011.

A finite element formulation for concrete structures in plane stress

G. Bertagnoli, Department of Structural and Geotechnical Engineering, Politecnico di Torino, Italy
V. I. Carbone, Department of Structural and Geotechnical Engineering, Politecnico di Torino, Italy

A comprehensive, very compact non-linear finite element is proposed, which is able to describe the behaviour of two-dimensional concrete structures from serviceability conditions up to collapse. The formulation of this finite element takes into account all the material non-linearities typical of concrete structures such as cracking, non-linear behaviour in compression, tension and compression softening and shear transmission along cracks. The robustness of the finite element derives from its compactness and from the reduction of the number of input parameters that control the structural response, but whose values very often cannot be properly introduced. The proposed finite element is calibrated by reproducing a wide range of well-known experimental tests, carried out both on simple panels and complex two-dimensional structures; it is then tested with reference to three additional cases, where it shows a satisfactory capability to predict reinforced concrete two-dimensional structural behaviour. 

Structural Concrete, Vol. 9, no. 2, June 2008

Written on 19 August 2011.

Strength and durability of high-volume fly ash concrete

G. Baert, Magnel Laboratory for Concrete Research, Ghent University, Belgium
A.-M. Poppe, Magnel Laboratory for Concrete Research, Ghent University, Belgium
N. De Belie, Magnel Laboratory for Concrete Research, Ghent University, Belgium

The effects of replacing 10, 40 or 60% of the cement content by low-calcium fly ash on the compressive strength and durability of the concrete were investigated. An appropriate amount of (super)plasticiser was added to the mix to obtain good workability. At an early age the compressive strength decreases with increasing level of cement replacement. After 28 days the compressive strength increased relatively more for high-volume fly ash concrete than for the control concrete. Concrete with fly ash performed better in lactic/acetic and sulphuric acid during accelerated experiments. The chloride diffusion coefficients resulting from accelerated chloride migration tests were significantly lower for concrete with fly ash than for the control concrete, except for the mixture with 60% replacement of the cement content. The resistance to frost/thaw cycles was similar for all concrete mixtures. The carbonation depth after 9 weeks in a 10% carbon dioxide (CO2) environment increased with increasing fly ash content. High volumes of fly ash also decreased significantly the resistance against the combined action of frost and de-icing salts (3% sodium chloride (NaCl) solution). From these results it can be concluded that high-volume fly ash concrete has a potential for commercial use in particular applications. 

Structural Concrete, Vol. 9, no. 1, March 2008

Written on 19 August 2011.

Non-linear and plastic analysis of RC beams subjected to fire

P. Riva, University of Bergamo, Italy
J.-M. Franssen, Université de Liège, Belgium 

Member analysis is the main verification method adopted for reinforced concrete (RC) beams by most codes. The verification by means of member analysis consists of comparing the design forces (bending moment, axial force and shear force) with the resisting forces, where the former are computed at ambient temperature and the latter are evaluated using simplified methods considering the prescribed fire duration. The main objection that might be raised against member analysis is that, by computing the design forces at ambient temperature, indirect actions arising in the structure owing to thermal expansion are not taken into consideration; the time-dependent response of the structure is also neglected. In this paper, the behaviour of a set of fixed-end rectangular beams with varying axial restraints is discussed. The results are used to illustrate a simplified plastic verification procedure that allows determination not only of the load-carrying capacity of the beams, but also evaluation of the deflections for any given fire duration. 

Structural Concrete, Vol. 9, no. 1, March 2008

Written on 19 August 2011.

Flexural response of reinforced concrete beams exposed to fire

V. Kodur, Michigan State University, USA
M. Dwaikat, Michigan State University, USA 

The flexural response of reinforced concrete (RC) beams exposed to fire is investigated in this paper. A macroscopic finite element model, capable of tracing the behaviour of RC beams from pre-fire stage to collapse in fire is used in the analysis. The model includes the three stages associated with fire resistance analysis, namely establishing the fire temperature - time development, calculating the heat transfer through the structure from fire and the structural analysis. The model is applied to investigate the effect of six parameters, namely the fire scenario, load level, concrete cover thickness, aggregate type, failures criteria and span length on the fire response of RC beams. Through the results of the parametric study, it is shown that the type of failure criterion, load level, fire scenario, concrete cover thickness and aggregate type have significant influence on fire resistance of RC beams. It is also shown that, while the span length has significant influence on the overall fire behaviour, it has a minor effect on the fire resistance of RC beams.