PUNCHING SHEAR RESISTANCE OF HIGH-STRENGTH CONCRETE SLABS

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FAGHANI NOBARI H.; EJLALI R.

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Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2003 | Volume:4 | Issue:1 Page(s): 55-63

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Information Journal Paper

Title

PUNCHING SHEAR RESISTANCE OF HIGH-STRENGTH CONCRETE SLABS

Author(s)

FAGHANI NOBARI H. | EJLALI R. | Issue Writer Certificate

Keywords

PUNCHING SHEAR

SLABS

HIGH-STRENGTH CONCRETE

CEB-FIP MODEL CODE

DESIGN STANDARDS

Abstract

The use of HIGH-STRENGTH CONCRETE in reinforced concrete SLABS is becoming popular in Australia and other countries. Current design provisions of AS3600 and other major codes throughout the world are based on empirical relationships developed from tests on low-strength concrete. In this paper, the experimental results from four research studies are used to review the existing recommendations in design codes for PUNCHING SHEAR failure of SLABS. Design codes referred in this study are AS3600 and CEB-FIP MC 90. In AS3600 the PUNCHING SHEAR strength is expressed as proportional to fc1/2. However in CEB-FIP MC 90 PUNCHING SHEAR strength is fc1/3 .It is shown that the present provisions assumed to be proportional to in AS3600 are applicable up to 100 MPa.

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APA: Copy

FAGHANI NOBARI, H., & EJLALI, R.. (2003). PUNCHING SHEAR RESISTANCE OF HIGH-STRENGTH CONCRETE SLABS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 4(1), 55-63. SID. https://sid.ir/paper/298603/en

Vancouver: Copy

FAGHANI NOBARI H., EJLALI R.. PUNCHING SHEAR RESISTANCE OF HIGH-STRENGTH CONCRETE SLABS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2003;4(1):55-63. Available from: https://sid.ir/paper/298603/en

IEEE: Copy

H. FAGHANI NOBARI, and R. EJLALI, “PUNCHING SHEAR RESISTANCE OF HIGH-STRENGTH CONCRETE SLABS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 4, no. 1, pp. 55–63, 2003, [Online]. Available: https://sid.ir/paper/298603/en

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