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Structural Concrete is a peer-reviewed journal published by Wiley, covering Structural Behavior of Reinforced Concrete, Innovative concrete reinforcement materials, Concrete Corrosion and Durability.
| Publisher | Wiley |
|---|---|
| Reference style | Author–year (Chicago) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." Structural Concrete 12 (3): 45–58.
Formats any DOI in Structural Concrete style. No sign-up. |
| Publishes research in | Structural Behavior of Reinforced Concrete Innovative concrete reinforcement materials Concrete Corrosion and Durability Concrete and Cement Materials Research Structural Load-Bearing Analysis |
| ISSN | 1464-4177 |
| Citation impact (2-yr) | 2.76 |
| h-index | 78 |
| i10-index | 1,384 |
| Total citations | 46,526 |
| Article processing charge | $3,710 |
| Top institutions publishing here | Tongji University |
| Journal website | onlinelibrary.wiley.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Self-compacting concrete was first developed 1988 in order to achieve durable concrete structures. Since then, various investigations have been carried out, and the concrete has been used in practical structures in Japan, mainly by large construction companies. Investigations for establishing a rational mix design method and self-compactability testing methods have been carried out from the…
Concrete possessing high‐passing ability needs to be flowable and cohesive. Hence, passing ability cannot be improved by solely adding superplasticizer, which increases both flowability and segregation of concrete simultaneously. Decreasing the maximum size of aggregates so that concrete segregates at lower cohesiveness is a possible but undesirable way as it narrows the aggregates' grading and…
Abstract In the fib Model Code for Concrete Structures 2010, fibre‐reinforced concrete (FRC) is recognized as a new material for structures. This introduction will favour forthcoming structural applications because the need of adopting new design concepts and the lack of international building codes have significantly limited its use up to now. In the code, considerable…
Crack formation presents a complex mechanical and geometrical question to be modelled. The available crack width formulations are often based on simplifications. A rigorous formulation of crack widths should be based on the integration of strain differences of reinforcement and concrete between cracks, due to the accumulated slips. In this paper an extensive literature review…
A traditional difficulty in the understanding of the role of the various shear‐transfer actions in members without transverse reinforcement has been a lack of detailed measurements on the development of shear cracking and their associated kinematics during the process of failure. In this paper, this issue is addressed on the basis of an experimental program…
