Shear and Bond Strength of High-Strength Reinforced Concrete BEAMS under Impact Loads - First Phase: Fid-Bau Portal

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Shear and Bond Strength of High-Strength Reinforced Concrete BEAMS under Impact Loads - First Phase

R. W. Furlong / N. H. Burns / J. N. Thompson / E. S. Perry

The first phase of a study into the shear and bond capacity of high-strength reinforced concrete beams under static and dynamic load is reported. A static load test program involving midspan loads on two flexure and 11 shear beams with a 6-inch by 12-inch cross section and nine anchorage bond specimens containing numbers 8, 11, or 14S bars was conducted. Duplicate flexure specimens, shear specimens, and numbers 8 and 11 bar bond specimens were subjected to dynamic loading from a falling mass that struck each beam through an impulse-controlling cushion of vermiculite concrete. The concrete strength in the test beams varied from 6000 to 9100 psi. (Author)

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Shear and Bond Strength of High-Strength Reinforced Concrete BEAMS under Impact Loads - First Phase

R. W. Furlong / N. H. Burns / J. N. Thompson / E. S. Perry

The first phase of a study into the shear and bond capacity of high-strength reinforced concrete beams under static and dynamic load is reported. A static load test program involving midspan loads on two flexure and 11 shear beams with a 6-inch by 12-inch cross section and nine anchorage bond specimens containing numbers 8, 11, or 14S bars was conducted. Duplicate flexure specimens, shear specimens, and numbers 8 and 11 bar bond specimens were subjected to dynamic loading from a falling mass that struck each beam through an impulse-controlling cushion of vermiculite concrete. The concrete strength in the test beams varied from 6000 to 9100 psi. (Author)

Shear and Bond Strength of High-Strength Reinforced Concrete BEAMS under Impact Loads - First Phase

R. W. Furlong / N. H. Burns / J. N. Thompson / E. S. Perry

The first phase of a study into the shear and bond capacity of high-strength reinforced concrete beams under static and dynamic load is reported. A static load test program involving midspan loads on two flexure and 11 shear beams with a 6-inch by 12-inch cross section and nine anchorage bond specimens containing numbers 8, 11, or 14S bars was conducted. Duplicate flexure specimens, shear specimens, and numbers 8 and 11 bar bond specimens were subjected to dynamic loading from a falling mass that struck each beam through an impulse-controlling cushion of vermiculite concrete. The concrete strength in the test beams varied from 6000 to 9100 psi. (Author)

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Title:

Shear and Bond Strength of High-Strength Reinforced Concrete BEAMS under Impact Loads - First Phase

Contributors:

R. W. Furlong (author) / N. H. Burns (author) / J. N. Thompson (author) / E. S. Perry (author)

Publication date:

1968

Size:

98 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Structural Mechanics , Beams(Structural) , Reinforced concrete , Structural properties , Loads(Forces) , Impact tests , Failure(Mechanics) , Flexural strength , Shear stresses , Reinforcing materials

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