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Reconstructing the Fluid–Structure Interaction of an Earthquake-Triggered LP-Gas Deflagration and Progressive Collapse in a Two-Storey Shopping Mall in Kumamoto, Japan, on 28 July 2026

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DOI:

https://doi.org/10.31224/7880

Keywords:

gas explosion, vented deflagration, vapor cloud explosion, Natech, fluid–structure interaction, progressive collapse, CFD, forensic engineering, OpenFOAM, earthquake-triggered accident, LP gas, combustion regime, deflagration-to-detonation transition

Abstract

On 28 July 2026, approximately 80 minutes after the Mj 7.1 Kumamoto earthquake (maximum JMA seismic intensity 7), a large gas explosion destroyed part of a two-storey steel-frame shopping mall in Kashima Town, Kumamoto, Japan. Seven fatalities had been reported as of 30 July 2026. Public reporting indicates that the earthquake damaged the supply piping from an outdoor bulk LP-gas vessel and that leaked propane accumulated in a second-floor retail zone before igniting. This paper reconstructs the event using a three-stage fluid–structure interaction (FSI) chain built entirely from open-source tools: (i) a 3-D premixed-deflagration CFD model of an approximately 330 kg stratified propane cloud in a 160 m section of the mall (constructed with OpenFOAM XiFoam using Weller b–Xi flame-wrinkling closure and k–omega SST); (ii) a quasi-two-way venting FSI scheme in which 255 breakable envelope and floor panels are monitored during the run and opened through a deterministic mesh-rebuild restart when their failure pressure is exceeded, with capacities derived from Japanese design references or typical details and degraded by an earthquake damage factor; and (iii) an event-driven progressive-collapse and debris/dust dynamics model that distinguishes a column-first storey-crush (pancake) core from a hinge-type slab-unzipping periphery. The effective turbulent burning velocity is calibrated using two observables: the contiguous facade-stripping extent and the near-frame-one envelope failure, which are therefore calibration targets rather than validation metrics. With that single calibration, the reconstruction independently reproduces the absence of a sustained external fireball, the radial debris scatter on the tank-side facade, the position of the roof breach above the ignition zone, and a dust-front speed of 8.9 m/s against a measured 13 m/s (band 8–17 m/s). The debris model is further tested, without any adjustment, against the ballistics recorded in the footage: it reproduces the observed apex band. However, it does not reproduce the longest observed throw distances, a deficiency reported here rather than removed by tuning. A uniform 0.5 m grid-refinement study shows that the facade-stripping extent and sustained compartment overpressure are essentially unchanged. At the same time, the external blast spike and local failure counts do not converge and are reported with that caveat. An ignition-location sensitivity run, in which the kernel is moved to the south-edge position suggested by post-event drone imagery, leaves the headline conclusions—south-side damage concentration, a roof breach above the epicentre, and few-kilopascal interior loads acting on seismically weakened members—unchanged. A numerical pitfall is that the subsetMesh utility of OpenFOAM-v2606 assigns the constraint type “empty” to newly exposed patches, which silently turns off momentum solution on 3-D meshes. All findings are hypotheses for the official investigation and do not imply attribution of responsibility. Based on damage magnitude, impulse, and debris velocity, the reconstruction supports a fast deflagration rather than a cloud detonation, though a transient, localized transition cannot be excluded.

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Posted

2026-08-06 — Updated on 2026-09-23

Versions

Version justification

Version 2 corrects version 1; it is not a revised paper. A notice of correction on page 1 summarises the changes and an appendix lists every one of them. Two principal claims of version 1 are withdrawn: (1) the statement that a run with intact member capacities produced markedly less damage - no such run was performed; (2) the impulse duration of 22 ms back-calculated from the observed debris and its 12% agreement with the assumed 25 ms, presented as an independent validation - the roof-tile failure pressures it used match no computed record. Also withdrawn or narrowed: the collapse morphology is no longer described as independently reproduced (it was prescribed); of the roof breach only the position is claimed to agree; and the argument that the need for weakened members shows the loading was not of detonation order is withdrawn as circular. All computed values now come from runs repeated after a probe defect was found that had spuriously opened panels at t = 0.02 s (one partition in each 1.0 m run, three panels on the 0.5 m grid); the only exception is the rendering in Figure 2(j-l), which still shows the earlier south-edge computation, as its caption states. For example, panels failed 79 -> 78 (1.0 m) and 100 -> 95 (0.5 m); in the south-edge ignition run roof tiles 11 -> 8. Errors unrelated to the defect are also corrected, including the lean-layer burning velocity (8 -> 3.6 m/s) and the slab-check load (16.2 -> 12.15 kPa). The 60 m facade-stripping length of the central-ignition runs and the qualitative conclusions are unchanged.