03847nas a2200361 a 4500 20260818090745.0 260202s20259999th u ms t 000 eng d .b12474125 AIT Thesis no.ST-25-15 Aliyar, Mohamed Abzal Ilahi Development of accidental blast analysis module for 3D applied element method Pathum Thani, Thailand : Asian Institute of Technology, 2025 128 leaves : ill.+ 1 online resource Thesis ; no. ST-25-15 A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering Thesis (M. Eng.) - Asian Institute of Technology, 2025 Blast loads from accidental surface explosions can cause severe local damage and even progressive collapse in buildings, making accurate prediction tools essential for safety assessment and design. This study develops, verifies, and validates a three-dimensional blast analysis module within the Applied Element Method (AEM) to simulate building component response under such events. The module, implemented in Fortran, calculates load parameters directly from UFC 3-340-02 and generates pressure{u2013}time histories for each exposed face of the structure front, side, roof, and rear before applying them to a 3D AEM model.Verification focused on confirming the accuracy of the blast loading routines and the structural response formulation. Predicted incident and reflected overpressures matched reference data and Extreme Loading for Structures (ELS) results at different heights, showing correct spatial decay of blast loads. The pressure{u2013}time histories reproduced both the positive and negative phases of the waveform, with peak magnitude, rise time,and decay closely aligned with literature values. Force-controlled benchmark cases including ramp, triangular, step-with-decay, and blast-type exponential loads were also simulated, where displacement responses from the developed module agreed almost exactly with ELS outputs, confirming correct time integration and contact modeling.Validation was carried out against experimental data. For a reinforced concrete column tested by Farouk Siba (2014), the module replicated measured pressure{u2013}time histories and displacement{u2013}time responses at 1.0 m and 1.5 m heights. For a reinforced concrete frame with masonry infill from Saleh et al. (2016), the simulated damage patterns including front-face detachment, rear-side debris scatter, and crack localization matched both experimental observations and high-fidelity FEM predictions.Overall, the developed AEM-Blast module demonstrated the ability to realistically capture blast pressure fields, complete pressure wave phases, and progressive structural damage leading up to collapse. The results confirm its suitability for engineering-level blast resilience assessments and provide a solid foundation for future enhancements to handle more complex loading environments. Blast effect Krishna, Chaitanya, Chairperson Panon Latcharote, Co-Chairperson Pennung Warnitchai, Examination Committee Thanakorn Pheeraphan, Examination Committee AIT Scholarship, Scholarship Donor Asian Institute of Technology. Thesis ; no. ST-25-15 Full-Text http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B23421 .b12474125 mnarc a 260209 0 260205 m h a 0 mnarc 67 Barcode : - CREATED : 2026-02-02 RECORD # : i13570717 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 29059 29059 0 0 0 0 MAIN MAIN mnarc 2026-08-18 0 AIT Thesis no.ST-25-15 2026-08-18 09:07:45 1 2026-08-18 67