Abstract
Numerical analysis of highly dynamic phenomena represents a critical field of study and application for structural engineering as it addresses extreme loading conditions on buildings and the civil infrastructure. In fact, large deformations and material characteristics of elements and structures different from those exhibited under static loading conditions are important phenomena to be accounted for in numerical analysis. The present paper describes the results of detailed numerical analyses simulating blast tests conducted on a porous (i.e. discontinuous) glass fiber reinforced polymer (GFRP) barrier aimed at the conception, validation and deployment of a protection system for airport infrastructures against malicious disruptions. The numerical analyses herein presented were conducted employing the applied element method (AEM). This method adopts a discrete crack approach that allows auto cracking, separation and collision of different elements in a dynamic scheme, where fully nonlinear path-dependant constitutive material models are adopted. A comparison with experimental results is presented and the prediction capabilities of the software are demonstrated.
| Original language | English |
|---|---|
| Pages (from-to) | 153-169 |
| Number of pages | 17 |
| Journal | Advances in Structural Engineering |
| Volume | 13 |
| Issue number | 1 |
| DOIs | |
| State | Published - Feb 1 2010 |
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Keywords
- Applied element method
- Blast loads
- Fiber reinforced polymer
- Numerical analysis
- Porous barrier
- Protection
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
Cite this
Applied element method analysis of porous GFRP barrier subjected to blast. / Asprone, D.; Nanni, Antonio; Salem, H.; Tagel-Din, H.
In: Advances in Structural Engineering, Vol. 13, No. 1, 01.02.2010, p. 153-169.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Applied element method analysis of porous GFRP barrier subjected to blast
AU - Asprone, D.
AU - Nanni, Antonio
AU - Salem, H.
AU - Tagel-Din, H.
PY - 2010/2/1
Y1 - 2010/2/1
N2 - Numerical analysis of highly dynamic phenomena represents a critical field of study and application for structural engineering as it addresses extreme loading conditions on buildings and the civil infrastructure. In fact, large deformations and material characteristics of elements and structures different from those exhibited under static loading conditions are important phenomena to be accounted for in numerical analysis. The present paper describes the results of detailed numerical analyses simulating blast tests conducted on a porous (i.e. discontinuous) glass fiber reinforced polymer (GFRP) barrier aimed at the conception, validation and deployment of a protection system for airport infrastructures against malicious disruptions. The numerical analyses herein presented were conducted employing the applied element method (AEM). This method adopts a discrete crack approach that allows auto cracking, separation and collision of different elements in a dynamic scheme, where fully nonlinear path-dependant constitutive material models are adopted. A comparison with experimental results is presented and the prediction capabilities of the software are demonstrated.
AB - Numerical analysis of highly dynamic phenomena represents a critical field of study and application for structural engineering as it addresses extreme loading conditions on buildings and the civil infrastructure. In fact, large deformations and material characteristics of elements and structures different from those exhibited under static loading conditions are important phenomena to be accounted for in numerical analysis. The present paper describes the results of detailed numerical analyses simulating blast tests conducted on a porous (i.e. discontinuous) glass fiber reinforced polymer (GFRP) barrier aimed at the conception, validation and deployment of a protection system for airport infrastructures against malicious disruptions. The numerical analyses herein presented were conducted employing the applied element method (AEM). This method adopts a discrete crack approach that allows auto cracking, separation and collision of different elements in a dynamic scheme, where fully nonlinear path-dependant constitutive material models are adopted. A comparison with experimental results is presented and the prediction capabilities of the software are demonstrated.
KW - Applied element method
KW - Blast loads
KW - Fiber reinforced polymer
KW - Numerical analysis
KW - Porous barrier
KW - Protection
UR - http://www.scopus.com/inward/record.url?scp=77950601492&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=77950601492&partnerID=8YFLogxK
U2 - 10.1260/1369-4332.13.1.153
DO - 10.1260/1369-4332.13.1.153
M3 - Article
AN - SCOPUS:77950601492
VL - 13
SP - 153
EP - 169
JO - Advances in Structural Engineering
JF - Advances in Structural Engineering
SN - 1369-4332
IS - 1
ER -