Use of Composite Reinforcement to Strengthen Concrete and Air-Entrained Concrete Masonry Walls against Air Blast-Reference-Cited by-同舟云学术

Use of Composite Reinforcement to Strengthen Concrete and Air-Entrained Concrete Masonry Walls against Air Blast

Published:2003-05 Issue:2 Volume:7 Page:98-108
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Muszynski Larry C.¹,Purcell Michael R.²

Affiliation:

1. Assistant Professor, Univ. of Florida, P.O. Box 115703, Gainesville, FL 32611-5703.

2. Research Engineer, Applied Research Associates, Gulf Coast Division, P.O. Box 40128, Tyndall AFB, FL 32403.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282003%297%3A2%2898%29

Reference15 articles.

1. Flexural strengthening of concrete beams using externally bonded composite materials

2. Collinscraft Composites Group Inc. (1995). Biaxial E-glass and K/G hybrid reinforcements Walhalla S.C.

3. Dexter Corporation. (1995). Hysol 9460 Product Bulletin Adhesive & Coating Systems Bay Point Calif.

4. Dinan R. (1989). “An evaluation of the hardened digital recording system.” TA7 W34 NO.O-89-1 U.S. Army Waterways Experiment Station Vicksburg Miss.

5. E. I. Du Pont de Nemours & Co. Inc. (1995). KEVLAR Special Products Bulletin Wilmington Del.

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