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Behavior of grouped headed studs in composite beam from steel and concrete

Ponašanje grupe elastičnih moždanika kod spregnutih nosača od čelika i betona

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2014
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Authors
Spremić, Milan
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Abstract
Shear connection with headed studs in group arrangement is simple and frequently used solution for shear connection between steel beam and precast concrete slabs. Reducing the distance between the adjacent headed studs in the group enables smaller holes in the slab to accommodate grouped studs. This paper presents the research about the shear resistance of grouped studs and the main result published in PhD Thesis “The analysis of headed stud group behavior in composite steel-concrete beams” on University of Belgrade Faculty of Civil Engineering.
Smičući spoj ostvaren grupom moždanika sa glavom je jednostavno i često korišćeno rešenje za podužni smičući spoj između čeličnog nosača i montažne armiranobetonske ploče. Redukcijom rastojanja između moždanika u grupi omogućava se izvođenje manjih otvora u ploči za smeštaj moždanika. Ovaj rad daje prikaz istraživanja o nosivosti na smicanje grupe moždanika i dobijenih rezultata koji su objavljeni u doktorskoj disertaciji “Analiza ponašanja grupe elastičnih moždanika kod spregnutih nosača od čelika i betona” na Univerzitetu u Beogradu na Građevinskom fakultetu.
Source:
Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014., 2014, 21-31
Publisher:
  • Društvo građevinskih konstruktera Srbije, Beograd
Projects:
  • Research on condition assessment and improvement methods of civil engineering structures in view of their serviceability, load-bearing capacity, cost effectiveness and maintenance (RS-36048)

ISBN: 978-86-85073-19-9

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/1172
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  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
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