The research team developed two distinct connection configurations, both designed to provide continuity and core reinforcement at the critical slab-to-beam interface. The first, designated Continuity and Core reinforcement – Combined (CC-C), integrates the continuity and core reinforcement within a combined arrangement, while the second, Continuity and Core reinforcement – Discrete (CC-D), separates these reinforcement functions into discrete elements. Both connections incorporate a 75 millimetre ledge width, a dimension chosen deliberately to comply with the minimum ledge support advised by New Zealand standards, which have long been regarded as among the most demanding seismic detailing provisions in the world following that country’s devastating earthquake experiences with precast flooring.

The significance of the ledge dimension cannot be overstated. In past earthquakes, most notably the Northridge earthquake of 1994 and the Canterbury earthquake sequence in New Zealand, hollow core floors suffered failures traced to insufficient bearing length and inadequate connection detailing. When a building sways laterally during strong ground shaking, the ends of precast slabs experience alternating positive and negative bending moments, and if the supporting ledge is too narrow or the reinforcement poorly arranged, the slab end can crack, lose its seating, and ultimately drop. The New Zealand requirement for minimal ledge support therefore represents a hard-won lesson from forensic investigations of real failures, and the Indian research team’s decision to adopt it signals a commitment to internationally recognized best practice.

To evaluate the seismic efficiency of the two novel connections, the researchers subjected full-scale specimens to reverse cyclic loading, the standard laboratory method for simulating the back-and-forth deformation demands that an earthquake imposes on a structure. The testing regime allowed the team to assess a comprehensive suite of performance indicators, including ductility, load capacity, energy dissipation capacity, damping characteristics, hysteretic response properties, stiffness degradation, load ratios, elastic stiffness, and strain distribution. Each of these parameters tells part of the story of how a connection behaves as damage accumulates: ductility measures how far the joint can deform beyond its elastic limit, energy dissipation reflects its capacity to absorb seismic energy, and stiffness degradation tracks how the connection softens through repeated cycles.

The headline result is striking. Both the CC-C and CC-D connections effectively sustained both positive and negative moments without losing support, even under lateral drift levels reaching ±5.36 per cent. To put that figure in perspective, modern seismic design codes typically expect structures to remain standing at drift levels of around 2 to 3 per cent, and acceptance criteria for moment frames tested under standards such as ACI 374.1-05 demand stable performance at considerably smaller deformations. A connection that retains its slab seating at more than five per cent drift has demonstrated a remarkable margin of safety, one that would translate directly into life-safety performance during a severe earthquake. The fact that neither configuration lost support at any point in the testing suggests that the ductile detailing successfully transformed a traditionally brittle failure mode into a ductile, energy-absorbing one.

Complementing the laboratory programme, the team carried out a thorough three-dimensional nonlinear finite element simulation using ABAQUS software, one of the most widely used platforms for advanced structural analysis. The numerical models employed the concrete damaged plasticity framework, a constitutive approach rooted in the plastic-damage theories developed by Lubliner and colleagues and later extended by Lee and Fenves, which captures both the crushing and cracking behaviour of concrete under cyclic loading. The simulations showed strong agreement with the experimental findings, with discrepancies remaining within 10 per cent, a level of correlation that validates the modelling approach and opens the door to using such models for future design studies without the expense of physical testing for every variant.

Beyond simply reproducing the test results, the numerical investigation yielded critical insights into the modelling aspects that govern the accuracy of finite element predictions for these assemblies. The researchers examined element size sensitivity, confirming that mesh resolution materially affects the computed response, a well-known but frequently underestimated issue in nonlinear concrete analysis. They also investigated material dilation properties, which control how concrete expands as it shears and which influence confinement effects within the connection zone, and the role of viscosity coefficients, the numerical regularization parameters that help convergence in softening materials without artificially stiffening the response. These findings provide practical guidance for other researchers and engineers seeking to model precast connections reliably, addressing pitfalls that can otherwise lead to misleading predictions.

The strain distribution measurements from the experiments added another layer of understanding, revealing how forces flow through the connection detailing and where the reinforcement is most heavily engaged. Such data are essential for confirming that the design philosophy behind the connections, namely that yielding should occur in the ductile reinforcement rather than through brittle concrete failure at the slab bearing, is actually realized in practice. The hysteretic loops recorded during cyclic testing, together with the damping characteristics derived from them, indicate how effectively each configuration dissipates seismic energy cycle after cycle, a property directly linked to how quickly a building’s vibrations decay during an earthquake.

The broader implications of this work extend well beyond the laboratory in Chennai. Precast and prestressed concrete construction is growing rapidly worldwide, driven by demands for speed, quality, and sustainability, and hollow core slabs remain a flagship product of the precast industry, supplied in this study by TEEMAGE PRECAST in Kancheepuram. In seismically active regions from India to the Mediterranean to the Americas, the vulnerability of slab-to-beam connections has been a persistent obstacle to confident adoption of precast flooring in high-seismic zones. Connection solutions that are both ductile and practical to construct, using conventional materials and detailing techniques compatible with codes such as IS 13920 for ductile detailing and IS 15916 for prefabricated concrete construction, could substantially expand the safe use of these efficient floor systems.

By pairing rigorous physical testing with validated high-fidelity simulation, the Anna University team has delivered a template for how connection research should be conducted: propose a detailing innovation grounded in lessons from past failures, verify it under realistic cyclic demands against international acceptance benchmarks, and then distil the behaviour into numerical models that designers can trust. The demonstration that hollow core slab-to-beam connections can survive drift levels exceeding five per cent without losing support marks a meaningful advance in precast seismic engineering, and the detailed modelling guidance ensures that the findings will ripple outward, informing future designs, code provisions, and the ongoing effort to make precast buildings as resilient as they are efficient.

Subject of Research: Seismic performance of ductile hollow core slab-to-beam connections in precast concrete buildings

Article Title: Seismic resilience of hollow core slab – beam connections with novel ductile detailing: experimental and numerical simulations

Article References: Vinutha, D., Vidjeapriya, R., & Jaya, K. P. (2026). Seismic resilience of hollow core slab – beam connections with novel ductile detailing: experimental and numerical simulations. Bulletin of Earthquake Engineering. https://doi.org/10.1007/s10518-026-02681-9

Image Credits: AI Generated

DOI: 10.1007/s10518-026-02681-9

Keywords: hollow core slabs, precast concrete, seismic resilience, ductile detailing, reverse cyclic loading, finite element analysis, ABAQUS, connection design, drift capacity, energy dissipation, New Zealand standards, earthquake engineering