Shear strength of web-tapered I-shaped members

R. P. Studer; D. B. Davis

Shear strength of web-tapered I-shaped members

R. P. Studer, D. B. Davis

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

1 Scopus citations

Abstract

The shear strengths of ten slender, built-up, unstiffened, tapered I-shaped specimens were measured and compared to strength predictions computed using the AISC 2010 Specification method and a new method proposed by S.C. Lee, C.H. Yoo, and colleagues. The comparisons indicate that the AISC 2010 Specification shear strength prediction method is overly conservative and that the Lee et al. method is accurate. The method by Lee et al. takes into account certain assumptions and mechanics, including realistic boundary conditions at the web-flange connection and post-buckling strength, that were not used in the development of the AISC 2010 Specification shear strength equations but seem to be indicated by the experimental research.

Original language	English
Title of host publication	Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013
Pages	155-167
Number of pages	13
State	Published - 2013
Event	Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013 - St. Louis, MO, United States Duration: Apr 16 2013 → Apr 20 2013

Publication series

Name	Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013

Conference

Conference	Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013
Country/Territory	United States
City	St. Louis, MO
Period	4/16/13 → 4/20/13

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction

Cite this

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title = "Shear strength of web-tapered I-shaped members",

abstract = "The shear strengths of ten slender, built-up, unstiffened, tapered I-shaped specimens were measured and compared to strength predictions computed using the AISC 2010 Specification method and a new method proposed by S.C. Lee, C.H. Yoo, and colleagues. The comparisons indicate that the AISC 2010 Specification shear strength prediction method is overly conservative and that the Lee et al. method is accurate. The method by Lee et al. takes into account certain assumptions and mechanics, including realistic boundary conditions at the web-flange connection and post-buckling strength, that were not used in the development of the AISC 2010 Specification shear strength equations but seem to be indicated by the experimental research.",

author = "Studer, {R. P.} and Davis, {D. B.}",

year = "2013",

language = "English",

isbn = "9781627483384",

series = "Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013",

pages = "155--167",

booktitle = "Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013",

note = "Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013 ; Conference date: 16-04-2013 Through 20-04-2013",

}

Studer, RP & Davis, DB 2013, Shear strength of web-tapered I-shaped members. in Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013. Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013, pp. 155-167, Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013, St. Louis, MO, United States, 4/16/13.

TY - GEN

T1 - Shear strength of web-tapered I-shaped members

AU - Studer, R. P.

AU - Davis, D. B.

PY - 2013

Y1 - 2013

N2 - The shear strengths of ten slender, built-up, unstiffened, tapered I-shaped specimens were measured and compared to strength predictions computed using the AISC 2010 Specification method and a new method proposed by S.C. Lee, C.H. Yoo, and colleagues. The comparisons indicate that the AISC 2010 Specification shear strength prediction method is overly conservative and that the Lee et al. method is accurate. The method by Lee et al. takes into account certain assumptions and mechanics, including realistic boundary conditions at the web-flange connection and post-buckling strength, that were not used in the development of the AISC 2010 Specification shear strength equations but seem to be indicated by the experimental research.

AB - The shear strengths of ten slender, built-up, unstiffened, tapered I-shaped specimens were measured and compared to strength predictions computed using the AISC 2010 Specification method and a new method proposed by S.C. Lee, C.H. Yoo, and colleagues. The comparisons indicate that the AISC 2010 Specification shear strength prediction method is overly conservative and that the Lee et al. method is accurate. The method by Lee et al. takes into account certain assumptions and mechanics, including realistic boundary conditions at the web-flange connection and post-buckling strength, that were not used in the development of the AISC 2010 Specification shear strength equations but seem to be indicated by the experimental research.

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M3 - Conference contribution

AN - SCOPUS:84883378365

SN - 9781627483384

T3 - Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013

SP - 155

EP - 167

BT - Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013

T2 - Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013

Y2 - 16 April 2013 through 20 April 2013

ER -

Shear strength of web-tapered I-shaped members

Abstract

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Conference

ASJC Scopus subject areas

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