Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Structural Integrity and Safety: Experimental and Numerical Perspectives Vol. 13, No. 50 (2019)

Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams

Author and affiliation details
DOI
10.3221/IGF-ESIS.50.22
Pages
264-275
Published
Published inVol. 13, No. 50 (2019)Go to the issue

Abstract

Continuous composite beams may suffer a global instability know as lateral distortional buckling (LDB). The design code EN 1994-1-1:2004 provides a procedure for the verification of this ultimate limit state, in which the resistant bending moment to LDB is calculated considering the behavior of the inverted “U-frame” mechanism. An essential parameter for the determination of this moment is the rotational stiffness of the composite beam, which depends on the web stiffness. The EN 1994-1-1:2004 procedure is restricted to composite beams with solid-web steel sections without openings. This paper presents several numerical analyses of the web rotational stiffness of castellated sections such as Anglo-saxon, Litzka and Peiner typology. Finally, based on numerical results obtained, a calculation procedure for determination of this stiffness was proposed.

Keywords

Article history

  1. ReceivedUntil the next stage: 50 days
  2. Revision requestedUntil the next stage: 10 days
  3. RevisedUntil the next stage: 1 day
  4. AcceptedUntil the next stage: 3 days
  5. Published

How to cite

APA

Silva, C. C., Caldas, R. B., Fakury, R. H., Carvalho, H., & Dias, J. V. F. (2019). Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams. Fracture and Structural Integrity, 13(50), 264–275. https://doi.org/10.3221/IGF-ESIS.50.22

IEEE

C. C. Silva, R. B. Caldas, R. H. Fakury, H. Carvalho, and J. V. F. Dias, “Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams,” Fracture and Structural Integrity, vol. 13, no. 50, pp. 264–275, 2019, doi: 10.3221/IGF-ESIS.50.22.

MLA

Silva, Carla Cristiane, et al. “Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams.” Fracture and Structural Integrity, vol. 13, no. 50, 2019, pp. 264–275. https://doi.org/10.3221/IGF-ESIS.50.22.

Chicago

Silva, Carla Cristiane, Rodrigo Barreto Caldas, Ricardo Hallal Fakury, Hermes Carvalho, and João Victor Fragoso Dias. 2019. “Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams.” Fracture and Structural Integrity 13 (50): 264–275. https://doi.org/10.3221/IGF-ESIS.50.22.

Harvard

Silva, C.C., Caldas, R.B., Fakury, R.H., Carvalho, H. and Dias, J.V.F. (2019) ‘Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams’, Fracture and Structural Integrity, 13(50), pp. 264–275. doi: 10.3221/IGF-ESIS.50.22.

Vancouver

Silva CC, Caldas RB, Fakury RH, Carvalho H, Dias JVF. Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams. Fracture and Structural Integrity. 2019;13(50):264-275. doi:10.3221/IGF-ESIS.50.22

BibTeX

@article{silva2019, author = {Silva, Carla Cristiane and Caldas, Rodrigo Barreto and Fakury, Ricardo Hallal and Carvalho, Hermes and Dias, João Victor Fragoso}, title = {Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {50}, pages = {264--275}, doi = {10.3221/IGF-ESIS.50.22}, url = {https://doi.org/10.3221/IGF-ESIS.50.22}, issn = {1971-8993} }

RIS

TY - JOUR AU - Silva, Carla Cristiane AU - Caldas, Rodrigo Barreto AU - Fakury, Ricardo Hallal AU - Carvalho, Hermes AU - Dias, João Victor Fragoso TI - Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/08/19 VL - 13 IS - 50 SP - 264 EP - 275 DO - 10.3221/IGF-ESIS.50.22 UR - https://doi.org/10.3221/IGF-ESIS.50.22 SN - 1971-8993 ER -

Licence

Copyright © 2019 Carla Cristiane Silva, Rodrigo Barreto Caldas, Ricardo Hallal Fakury, Hermes Carvalho, João Victor Fragoso Dias.

Copyright 
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