Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 10, No. 36 (2016)

Crack formation of steel reinforced concrete structure under stress in construction period

Author and affiliation details
DOI
10.3221/IGF-ESIS.36.19
Pages
Pages 191-200
Published

Abstract

To obtain deformation rules of steel reinforced concrete structure under stress, this study explored the crack formation in construction period. A novel structure system – steel reinforced concrete structure with shear wall and truss at the bottom was analyzed using on-the-spot test in combination with theoretical simulation analysis with SAP2000 software. It was found that, factors influencing crack formation of steel reinforced concrete structure in construction period included construction load, creep of concrete, shrinkage of concrete, displacement of bond of section steel and concrete as well as leveling. In the construction period, the simulated results and the measured results were highly fitted under the influence of time-variant characteristics such as compressive strength, elasticity modulus, creep and shrinkage. Through processing and analyzing the measured data, we obtained the development rules of crack formation of steel reinforced concrete structure with different strength grades as well as deformation rules of time-varying structure system in construction period, figured out the reason for the difference between the simulated results and the measured results, analyzed the deformation of structural components under stress in construction period and proposed some suggestions. This work is beneficial to ensure safe and high-efficient operation of construction.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Zhu, H. (2016). Crack formation of steel reinforced concrete structure under stress in construction period. Fracture and Structural Integrity, 10(36), Pages 191–200. https://doi.org/10.3221/IGF-ESIS.36.19

IEEE

H. Zhu, “Crack formation of steel reinforced concrete structure under stress in construction period,” Fracture and Structural Integrity, vol. 10, no. 36, pp. Pages 191–200, 2016, doi: 10.3221/IGF-ESIS.36.19.

MLA

Zhu, Hua. “Crack formation of steel reinforced concrete structure under stress in construction period.” Fracture and Structural Integrity, vol. 10, no. 36, 2016, pp. Pages 191–200. https://doi.org/10.3221/IGF-ESIS.36.19.

Chicago

Zhu, Hua. 2016. “Crack formation of steel reinforced concrete structure under stress in construction period.” Fracture and Structural Integrity 10 (36): Pages 191–200. https://doi.org/10.3221/IGF-ESIS.36.19.

Harvard

Zhu, H. (2016) ‘Crack formation of steel reinforced concrete structure under stress in construction period’, Fracture and Structural Integrity, 10(36), pp. Pages 191–200. doi: 10.3221/IGF-ESIS.36.19.

Vancouver

Zhu H. Crack formation of steel reinforced concrete structure under stress in construction period. Fracture and Structural Integrity. 2016;10(36):Pages 191-200. doi:10.3221/IGF-ESIS.36.19

BibTeX

@article{zhu2016, author = {Zhu, Hua}, title = {Crack formation of steel reinforced concrete structure under stress in construction period}, journal = {Fracture and Structural Integrity}, year = {2016}, volume = {10}, number = {36}, pages = {Pages 191--200}, doi = {10.3221/IGF-ESIS.36.19}, url = {https://doi.org/10.3221/IGF-ESIS.36.19}, issn = {1971-8993} }

RIS

TY - JOUR AU - Zhu, Hua TI - Crack formation of steel reinforced concrete structure under stress in construction period JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2016 DA - 2016/03/22 VL - 10 IS - 36 SP - Pages 191 EP - 200 DO - 10.3221/IGF-ESIS.36.19 UR - https://doi.org/10.3221/IGF-ESIS.36.19 SN - 1971-8993 ER -

Licence

Copyright © 2016 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles