Direct Tensile Strength of Steel Fiber Reinforced Concrete by Using Clamping Grips

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概要

• 論文の詳細を見る

• This report presents the tensile strength behavior of steel fiber reinforced concrete (SFRC). In this experimental work, direct tensile test by using clamping grips is carried out for the prismatic mortar and concrete specimens reinforced with steel fibers. The volume content of steel fibers varies from 1.0 percent to 2.0 percent of the concrete volume. Test results for different fiber content, fiber length, and specimen size are presented. The results are compared with the results of indirect tensile strength by splitting cylinder method.

• 大阪府立大学の論文
• 1985-03-31

著者

• Nakaya Mitsuo

  Laboratory Of Land Development Engineering College Of Agriculture

• ISHIGURO Satoru

  Laboratory of Land Development Engineering, College of Agriculture

• Ishiguro S

  Univ. Osaka Pref.

• Ishiguro Satoru

  Laboratory Of Land Development Engineering College Of Agriculture

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