Failure Mechanisms of Polymer-Reinforced Concrete Masonry Walls Subjected to Blast

Author:

Davidson James S.12345,Fisher Jeff W.12345,Hammons Michael I.12345,Porter Jonathan R.12345,Dinan Robert J.12345

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, The Univ. of Alabama at Birmingham, Birmingham, AL 35294.

2. Senior Engineer, Applied Research Associates, Inc., P.O. Box 40128, Tyndall Air Force Base, FL 32403.

3. Principal Engineer, Applied Research Associates, Inc., 5000 NW 27th Ct. Suite E, Gainesville, FL 32606.

4. Senior Research Engineer, Air Force Research Laboratory, 139 Barnes Dr., Suite 2, Tyndall Air Force Base, FL 32403.

5. Senior Research Engineer, Air Force Research Laboratory, 139 Barnes Dr. Suite 2, Tyndall Air Force Base, FL 32403.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Barbero E. J. Davalos J. F. Kiger S. A. and Shore J. S. (1997). “Reinforcement with advanced composite materials for blast loads.” Proc. Structures Congress XV.

2. Connell J. D. (2002). “Evaluation of elastomeric polymers for retrofit of unreinforced masonry walls subjected to blast.” M.S. thesis The Univ. of Alabama at Birmingham Birmingham Ala.

3. Crawford J. E. Bogosian D. D. and Wesevich J. W. (1997a). “Evaluation of the effects of explosive loads on masonry walls and an assessment of retrofit techniques for increasing their strength.” Proc. 8th Int. Symp. on Interaction of the Effects of Munitions with Structures.

4. Retrofit of reinforced concrete structures to resist blast effects;Crawford J. E.;ACI Struct. J.,1997

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