Technical Papers
Sep 16, 2022

A 2DOF Method to Study the Influence of Cladding Characteristics on the Response of the Supporting Structure under Blast Loading

Publication: Journal of Structural Engineering
Volume 148, Issue 12

Abstract

A common approach of blast-resistant design for external detonation is to design the envelope of a structure to absorb most of the applied blast load impulse, by exploiting the mechanisms of plastic energy absorption and inertial resistance, thus minimizing damage on the supporting structure. The influences of these two mechanisms on the response of the supporting structure are investigated in the present study through a dimensionless, two-degree-of-freedom (2DOF) model representing the cladding (first DOF) and the supporting structure (second DOF). The 2DOF model is validated with nonlinear dynamic finite element analyses of a specific cladding-to-framing system and by comparing 2DOF results with experimental and analytical results found in the literature. Using the validated 2DOF model, the effects of the cladding’s mass, stiffness, ultimate resistance, and ductility are explored with parametric studies for a wide range of parameters. The differentiating factors between the corresponding spectrum regimes (impulsive, dynamic, and quasistatic), where the two mechanisms are activated, are thoroughly examined, and their limits are highlighted. It is shown that the plastic energy absorption mechanism is activated in specific spectrum regimes, through low yield strength and high ductility in the cladding, whereas the inertial resistance mechanism can be activated over the entire spectrum, by applying increased mass and/or low stiffness to the cladding.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request:
1.
Matlab code (limited access may be provided upon request to the first author).
2.
Case study numerical models (limited access may be provided upon request to the first author).

Acknowledgments

This research is cofinanced by Greece and the European Union (European Social Fund—ESF) through the Operational Programme «Human Resources Development, Education and Lifelong Learning» in the context of the project Strengthening Human Resources Research Potential via Doctorate Research—2nd Cycle (MIS-5000432), implemented by the State Scholarships Foundation (IKΥ).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 12December 2022

History

Received: Feb 5, 2022
Accepted: Jun 23, 2022
Published online: Sep 16, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 16, 2023

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Authors

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Ph.D. Candidate, Institute of Steel Structures, School of Civil Engineering, National Technical Univ. of Athens, 9 Heroon Polytechniou St., Zografou 15780, Greece (corresponding author). ORCID: https://orcid.org/0000-0002-2253-0139. Email: [email protected]
Michalis Hadjioannou, Ph.D., M.ASCE https://orcid.org/0000-0003-1795-4807 [email protected]
P.E.
Project Engineer I, Protection Engineering Consultants, 100 Creek Rd., Suite 102, Dripping Springs, TX 78620. ORCID: https://orcid.org/0000-0003-1795-4807. Email: [email protected]
Charis J. Gantes, Ph.D. [email protected]
Professor, Institute of Steel Structures, School of Civil Engineering, National Technical Univ. of Athens, 9 Heroon Polytechniou St., Zografou 15780, Greece. Email: [email protected]

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Cited by

  • MDOF Modeling and Blast Dynamic Behavior of Curtain Wall with Variable Damping Approach, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12228, 149, 9, (2023).
  • Experimental and Numerical Investigation of Cladding–Girt Systems Subjected to Blast Loading, Journal of Structural Engineering, 10.1061/JSENDH.STENG-11724, 149, 5, (2023).

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