High Fidelity Modeling of Building Collapse with Realistic Visualization of Resulting Damage and Debris

Award Information
Agency:
Department of Defense
Branch:
Defense Threat Reduction Agency
Amount:
$99,970.00
Award Year:
2009
Program:
SBIR
Phase:
Phase I
Contract:
HDTRA1-09-P-0006
Agency Tracking Number:
T082-005-0062
Solicitation Year:
2008
Solicitation Topic Code:
DTRA082-005
Solicitation Number:
2008.2
Small Business Information
Applied Science International, LLC
3221 Wellington Court, Raleigh, NC, 27615
Hubzone Owned:
N
Socially and Economically Disadvantaged:
N
Woman Owned:
N
Duns:
171890601
Principal Investigator
 Hatem Tagel-Din
 Principal Investigator
 (919) 723-9115
 hatem@appliedscienceint.com
Business Contact
 Vincent DiGirolamo
Title: President
Phone: (919) 723-9120
Email: vinny@appliedscienceint.com
Research Institution
N/A
Abstract
To achieve a superior, more accurate simulation model for next generation progressive collapse of buildings, Applied Science International proposes use of the Applied Element Method (AEM) as the core solver of a fast running software tool for evaluating structural integrity following a blast or other extreme loading event. Due to its simplicity in modeling, speed of computing, constitutive models, and visualization of the outcome, AEM enables practicing engineers to conduct the complicated analysis usually done by specialists. In Phase I, ASI will examine the accuracy of structural responses when compared to live blast test data provided by the Defense Threat Reduction Agency (DTRA) and simulations based on DTRA’s blast model built by Applied Research Associates (ARA). This will determine validation or improvement of the blast wave-structural interaction and structural response for accurately predicting component behavior. This comparison will also include the time needed to prepare and run models, accuracy of predicting damage levels and locations, and determination of fragmentation and debris behavior. AEM solver performance of structural and non-structural components will be examined and include analysis of selected experiments that may include reinforced concrete, steel, composite columns, reinforced concrete slabs, brick walls, and glass windows.

* information listed above is at the time of submission.

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