Access the full text.
Sign up today, get DeepDyve free for 14 days.
J. Barros, J. Sena-Cruz (2002)
BOND BEHAVIOR OF CARBON LAMINATE STRIPS INTO CONCRETE BY PULLOUT-BENDING TESTS
Hsin Low, H. Hao (2002)
Reliability analysis of direct shear and flexural failure modes of RC slabs under explosive loadingEngineering Structures, 24
G. Mays, J. Hetherington, T. Rose (1998)
Resistance-Deflection Functions for Concrete Wall Panels with OpeningsJournal of Structural Engineering-asce, 124
H. Salim, P. Townsend (2004)
Explosion-Resistant Steel Stud Wall System ‡
S. Marjanishvili (2004)
Progressive Analysis Procedure for Progressive CollapseJournal of Performance of Constructed Facilities, 18
T. Krauthammer, A. Assadi-Lamouki, H. Shanaa (1993)
Analysis of impulsively loaded reinforced concrete structural elements. I: TheoryComputers & Structures, 48
R. Seracino, M. Saifulnaz, D. Oehlers (2007)
Generic Debonding Resistance of EB and NSM Plate-to-Concrete JointsJournal of Composites for Construction, 11
J. Davidson, J. Porter, R. Dinan, M. Hammons, J. Connell (2004)
Explosive Testing of Polymer Retrofit Masonry WallsJournal of Performance of Constructed Facilities, 18
B. Luccioni, R. Ambrosini, R. Danesi (2004)
Analysis of building collapse under blast loadsEngineering Structures, 26
P. Buchan, Jian Chen (2007)
Blast resistance of FRP composites and polymer strengthened concrete and masonry structures - A state-of-the-art reviewComposites Part B-engineering, 38
G. Kaewkulchai, E. Williamson (2004)
Beam element formulation and solution procedure for dynamic progressive collapse analysisComputers & Structures, 82
Chengqing Wu, D. Oehlers, S. Xia (2006)
Retrofitting of RC Slabs Against Explosive Loads, 12
A. Miyamoto, M. King, M. Fujii (1991)
Nonlinear Dynamic Analysis of Reinforced Concrete Slabs Under Impulsive LoadsAci Structural Journal, 88
(2007)
Design Guideline for RC Structures Retrofitted with FRP and Metal Plates: Beams and Slabs, Publishers SAI Global Limited published under auspices of Standards Australia
T. Krauthammer, A. Assadi-Lamouki, H. Shanaa (1993)
Analysis of impulsively loaded reinforced concrete structural elements. II: ImplementationComputers & Structures, 48
D. Oehlers, R. Seracino (2004)
Design of FRP and Steel Plated RC Structures: Retrofitting Beams and Slabs for Strength, Stiffness and Ductility
J. Teng, Scott Smith, J. Yao, Jian Chen (2003)
Intermediate crack-induced debonding in RC beams and slabsConstruction and Building Materials, 17
D. Lawver, R. Daddazio, G. Oh, C. Lee, A. Pifko, M. Stanley (2003)
Simulating the Response of Composite Reinforced Floor Slabs Subjected to Blast Loading
L. Muszynski, M. Purcell (2003)
Composite Reinforcement to Strengthen Existing Concrete Structures against Air BlastJournal of Composites for Construction, 7
J. Davidson, J. Fisher, M. Hammons, J. Porter, R. Dinan (2005)
Failure Mechanisms of Polymer-Reinforced Concrete Masonry Walls Subjected to BlastJournal of Structural Engineering-asce, 131
Chengqing Wu, H. Hao (2004)
Modeling of simultaneous ground shock and airblast pressure on nearby structures from surface explosionsInternational Journal of Impact Engineering, 31
Kai Xu, Yong Lu (2006)
Numerical simulation study of spallation in reinforced concrete plates subjected to blast loadingComputers & Structures, 84
Chengqing Wu, H. Hao, Yong Lu (2005)
Dynamic response and damage analysis of masonry structures and masonry infilled RC frames to blast ground motionEngineering Structures, 27
K. Mosalam, A. Mosallam (2001)
Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP compositesComposites Part B-engineering, 32
(1999)
Blast Response of Retrofitted Concrete Structures
J. Teng, L. Lorenzis, Bo Wang, Rong Li, T. Wong, L. Lam (2006)
Debonding Failures of RC Beams Strengthened with Near Surface Mounted CFRP StripsJournal of Composites for Construction, 10
D. Jerome, C. Ross (1997)
Impact Response of Concrete Beams Externally Reinforced with Fiber Reinforced PlasticsBuilding to Last
H. Hao, Chengqing Wu (2006)
Numerical Simulation of Damage of Low-Rise RC Frame Structures with Infilled Masonry Walls to Explosive LoadsAustralian Journal of Structural Engineering, 7
A. Mosallam, J. Teng (2003)
Special Issue on FRP Composites in Civil EngineeringJournal of Reinforced Plastics and Composites, 22
In this paper, blast testing was performed on two reinforced concrete specimens: a plain reinforced concrete (RC) specimen; and an identical RC specimen retrofitted with near surface mounted (NSM) carbon fibre reinforced polymer (CFRP) plates. Each specimen was subjected to two separate explosive loads at a standoff distance of 0.6m, with the aim of investigating the performances of both specimens within both their elastic and plastic response ranges. The first blast (Blast 1) and second blast (Blast 2) consisted of an equivalent TNT charge weight of 0.079kg and 2.09kg respectively. The elastic-range responses of both specimens after the small shot (Blast 1), such as acceleration and deflection were obtained and comparisons were made between the specimens. The plastic performances of both specimens, such as tension face scabbing, crack patterns, plastic hinges and permanent deflection, after the large shot (Blast 2) were also analysed and compared. A number of unique failures and behaviours of both specimens were observed, investigated and analyzed. The test results provide a vital direction in the development of an optimal retrofit in future research.
Advances in Structural Engineering – SAGE
Published: Aug 1, 2007
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.