Abstract
One of the possibilities of the efficient connection of steel-concrete composite structures is the grouped arrangement of headed stud connectors. An analytical study of the smaller spaced grouped arrangement of headed stud connectors on stud size and on stud strength is carried out and the influence of these parameters on the shear strength is investigated on the basis of the failure mode. Moreover, an estimation method of the shear strength of headed stud connectors allowing for the influence of stud size, stud strength, concrete strength, and grouped arrangement is proposed and the shear strength of the slabs close to the grouped arrangement of headed stud connectors is evaluated.
| Original language | English |
|---|---|
| Pages (from-to) | 556-569 |
| Number of pages | 14 |
| Journal | Doboku Gakkai Ronbunshuu A |
| Volume | 62 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 2006 |
| Externally published | Yes |
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Keywords
- Eurocode 4
- Fe-analysis
- Grouped arrangement
- Headed stud connector
- Shear strength
ASJC Scopus subject areas
- Civil and Structural Engineering
- Mechanics of Materials
- Mechanical Engineering
- Building and Construction
Cite this
Influence of stud size and stud strength of smaller spaced grouped arrangement of headed stud connectors on shear strength behavior and evaluation of shear strength of slabs. / Okada, Jun; Yoda, Teruhiko.
In: Doboku Gakkai Ronbunshuu A, Vol. 62, No. 3, 2006, p. 556-569.Research output: Contribution to journal › Article
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TY - JOUR
T1 - Influence of stud size and stud strength of smaller spaced grouped arrangement of headed stud connectors on shear strength behavior and evaluation of shear strength of slabs
AU - Okada, Jun
AU - Yoda, Teruhiko
PY - 2006
Y1 - 2006
N2 - One of the possibilities of the efficient connection of steel-concrete composite structures is the grouped arrangement of headed stud connectors. An analytical study of the smaller spaced grouped arrangement of headed stud connectors on stud size and on stud strength is carried out and the influence of these parameters on the shear strength is investigated on the basis of the failure mode. Moreover, an estimation method of the shear strength of headed stud connectors allowing for the influence of stud size, stud strength, concrete strength, and grouped arrangement is proposed and the shear strength of the slabs close to the grouped arrangement of headed stud connectors is evaluated.
AB - One of the possibilities of the efficient connection of steel-concrete composite structures is the grouped arrangement of headed stud connectors. An analytical study of the smaller spaced grouped arrangement of headed stud connectors on stud size and on stud strength is carried out and the influence of these parameters on the shear strength is investigated on the basis of the failure mode. Moreover, an estimation method of the shear strength of headed stud connectors allowing for the influence of stud size, stud strength, concrete strength, and grouped arrangement is proposed and the shear strength of the slabs close to the grouped arrangement of headed stud connectors is evaluated.
KW - Eurocode 4
KW - Fe-analysis
KW - Grouped arrangement
KW - Headed stud connector
KW - Shear strength
UR - http://www.scopus.com/inward/record.url?scp=79954440088&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=79954440088&partnerID=8YFLogxK
U2 - 10.2208/jsceja.62.556
DO - 10.2208/jsceja.62.556
M3 - Article
VL - 62
SP - 556
EP - 569
JO - Doboku Gakkai Ronbunshuu A
JF - Doboku Gakkai Ronbunshuu A
SN - 1880-6023
IS - 3
ER -