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Shear Behavior of Deep Reinforced Concrete Beams. Volume II: Static Tests

R. A. Crist

Large-scale static tests were performed on deep reinforced concrete beams. Nominal concrete strengths for all tests varied between 2,500 and 4,000 psi, and intermediate-grade ASTM A 15 reinforcing steel was used. All beams were simply supported. Tests consisted of thirteen test beams of three span-depth ratios, 1.66, 2.67, and 3.62, subjected to a uniformly distributed load. (Author)

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Shear Behavior of Deep Reinforced Concrete Beams. Volume II: Static Tests

R. A. Crist

Large-scale static tests were performed on deep reinforced concrete beams. Nominal concrete strengths for all tests varied between 2,500 and 4,000 psi, and intermediate-grade ASTM A 15 reinforcing steel was used. All beams were simply supported. Tests consisted of thirteen test beams of three span-depth ratios, 1.66, 2.67, and 3.62, subjected to a uniformly distributed load. (Author)

Shear Behavior of Deep Reinforced Concrete Beams. Volume II: Static Tests

R. A. Crist

Large-scale static tests were performed on deep reinforced concrete beams. Nominal concrete strengths for all tests varied between 2,500 and 4,000 psi, and intermediate-grade ASTM A 15 reinforcing steel was used. All beams were simply supported. Tests consisted of thirteen test beams of three span-depth ratios, 1.66, 2.67, and 3.62, subjected to a uniformly distributed load. (Author)

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Title:

Shear Behavior of Deep Reinforced Concrete Beams. Volume II: Static Tests

Contributors:

R. A. Crist (author)

Publication date:

1966

Size:

202 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Reinforced concrete , Beams(Structural) , Shear stresses , Model tests , Nuclear explosions , Structures , Explosion effects , Load distribution , Reinforcing materials , Steel , Mathematical models , Moments , Deflection , Failure(Mechanics)

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