Advances on bond in concrete (PDF)
fib BULLETIN NO. 106
Title:Advances on bond in concrete
Format approx. DIN A4 (210x297 mm)
Structural behavior of reinforced concrete elements strongly depends on the interaction between the reinforcing bars and the surrounding concrete, which is generally referred as “bond in concrete”. In service conditions, the reinforcement-to-concrete bond governs deformability through the tension stiffening of concrete surrounding the bar as well the crack development and crack width. At Ultimate Limit State, bond governs anchorage and lap splices behavior as well as structural ductility.
When plain (smooth) bars were used, the steel-to-concrete bond was mainly associated with “chemical adhesion/friction” that is related to the surface roughness of the rebar. As steel strengths increased the need to enhance interaction between steel and the surrounding concrete was recognized, and square twisted rebars, indented rebars or, later on, ribbed rebars came into the market, the latter being the type of deformed bar most commonly adopted since the 1960/70s.
When ribbed rebars became widely used, several research studies started worldwide for better understanding the interaction between ribs and the surrounding concrete. Researchers evidenced the development of micro-cracks (due to the wedge action of the ribs) towards the external face of the structural element. If confinement is provided by the concrete cover, by transverse reinforcement or by an external transverse pressure, the full-anchorage capacity is guaranteed and a pull-out failure occurs, with crushing of concrete between the ribs. On the contrary, with lesser confining action, a splitting failure of bond occurs; the latter may provoke a brittle failure of the lap splice or, in some cases, of anchorages.
However, after many years of research studies on bond-related topics, there are still several open issues. In fact, new materials entered into the market, as concrete with recycled aggregates or fibre reinforced concrete; the latter, having a kind of distributed reinforcement into the matrix (the fibres), provides a better confinement to the wedge action of the ribs.
In addition, concrete and steel strength continuously increased over the years, causing changes in the bond behavior due to differences in mechanical properties of materials but also to the different concrete composition at the interface with the steel rebar causing a different bond behavior. Moreover, the lower water/cement ratio of these high-strength concrete makes the bleeding phenomena less evident, changing the concrete porosity in the upper layers of the structural element and thus making the current casting position parameters no-longer reliable. Finally, concrete with recycled aggregates are becoming more important in a market that is looking forward to a circular economy.
As such, all the experimental results and database that allowed the calibration of bond rules now present in building codes for conventional concrete, may be not be representative of these new types of materials nowadays adopted in practice.
Furthermore, after more than 50 years of service life, structural elements may not satisfy the current safety requirements for several reasons, including material degradation (with particular reference to steel corrosion) or increased loads, by also considering the seismic actions that were non considered by building codes at the time of the original design. The structural assessment of existing structures requires proper conceptual models and new approaches for evaluating the reliability of existing structures by also considering the remaining expected service life. In addition, specific rules for older materials, as plain smooth bars, should be revised for a better assessment of old structures. Last, but not least, interventions in existing structures may require new technologies now available such as post-installed rebars.
While many advances have been achieved, there remain areas where a better understanding of bond and its mechanisms are required, and where further work is required to incorporate this understanding into safe and economic rules to guide construction and maintenance of existing infrastructures.
These aspects were widely discussed within the technical community, particularly in the fib Task Group 2.5 and in the ACI 408 Committee dealing with bond and anchorage issues. Furthermore, special opportunities for discussing bond developments were represented by the International Conferences on ‘Bond in Concrete’ held each decade since 1982 as well as by joint workshops organized by fib TG2.5 and ACI 408. Within this technical collaboration, this Bulletin was conceived, and, thus, it collects selected papers presented at the joint fib-ACI Convention Session on Bond in Concrete held in Detroit (USA) in 2017.
The bulletin is based on four main Sections concerning:
- General aspects of bond
- Anchorages and laps of bars and prestressing tendons
- Bond under severe conditions
- Degradation of bond for corrosion
- Bond in new types of concrete
The main aim of the Bulletin is to shed some new lights on the advances in understanding and application of bond related issues achieved over the last few years, and identify the challenges and priorities to be addressed in the next years. Another important aspect of the bulletin is to provide practical information from research findings.
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- Bearing angle model for bond: factors influencing bond strength - doi.org/10.35789/fib.BULL.0106.Ch01
- Bond issues at the dapped ends of indirectly-s upported R/C beams and slabs - doi.org/10.35789/fib.BULL.0106.Ch02
- Anchorage in high-strength concrete of bars t erminated with 90-degree standard hooks - doi.org/10.35789/fib.BULL.0106.Ch03
- Design of reinforcing bar anchorages for tension loading - doi.org/10.35789/fib.BULL.0106.Ch04
- An appraisal of ACI 318 rules for design of tension splices - doi.org/10.35789/fib.BULL.0106.Ch05
- Recommended provisions and commentary on development length for high-strength reinforcement in tension - doi.org/10.35789/fib.BULL.0106.Ch06
- Experimental investigation on bond of large-diameter reinforcing bars - doi.org/10.35789/fib.BULL.0106.Ch07
- Influence on lap strength of lap length, shear and staggering of laps - doi.org/10.35789/fib.BULL.0106.Ch08
- Experimental results on the local bond behavior of bars in bundles - doi.org/10.35789/fib.BULL.0106.Ch09
- Bond of prestressing tendons - doi.org/10.35789/fib.BULL.0105.Ch10
- Effect of high temperature on bond behavior between reinforcement and concrete - doi.org/10.35789/fib.BULL.0106.Ch11
- Recent developments in design of pre-cast and p ost-installed rebar connections under temperature - doi.org/10.35789/fib.BULL.0106.Ch12
- Residual bond performance after exposure to d ifferent heating regimes – elevated temperature vs. fire - doi.org/10.35789/fib.BULL.0106.Ch13
- Reinforcement to concrete bond in inelastic regions of RC frame members - doi.org/10.35789/fib.BULL.0106.Ch14
- Testing of bond for corroded reinforced concrete specimens - doi.org/10.35789/fib.BULL.0106.Ch15
- Assessment of corroded reinforced concrete structures in natural environment - doi.org/10.35789/fib.BULL.0106.Ch16
- Bond behavior of steel bars embedded in l ightweight concrete - doi.org/10.35789/fib.BULL.0106.Ch17
- Bond behaviour between reinforcing steel bars and FRC under monotonic loading - doi.org/10.35789/fib.BULL.0106.Ch18
- Crack widths in RC and R/FRC elements under repeated actions - doi.org/10.35789/fib.BULL.0106.Ch19