journal article·2022-07-01

Optimum High-Strength Reinforcing Bar Grade for Reinforced Concrete Flexural Members

Authors not provided

ACI Structural Journal· Volume 119· Issue 4
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Seismic Performance and Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (12)

Show source-provided references
1. ACI Committee 224, 2001, “Control of Cracking in Concrete Structures (ACI 224R-01),” American Concrete Institute, Farmington Hills, MI, 10 pp.
2. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.
3. CSA A23.3-94, 1994, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada.
4. Giduquio, M. B.; Cheng, M.-Y.; and Wibowo, L. S. B., 2015, “High-Strength Flexural Reinforcement in Reinforced Concrete Flexural Members under Monotonic Loading,” ACI Structural Journal, V. 112, No. 6, Nov.-Dec., pp. 793-804. doi: 10.14359/5168805710.14359/51688057 ↗
5. Guralnick, S. A., 1960, “High Strength Deformed Steel Bars for Concrete Reinforcement,” ACI Journal Proceedings, V. 57, No. 3, Mar., pp. 241-282.10.14359/8020 ↗
6. IS 456, 2000, “Code of Practice for the Design of Reinforced Concrete Structures,” Bureau of Indian Standards, New Delhi, India.
7. Joint ACI-ASCE Committee 408, 2003, “Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03) (Reapproved 2012),” American Concrete Institute, Farmington Hills, MI, 49 pp
8. Puranam, A. Y., and Pujol, S., 2019, “Reinforcement Limits for Reinforced Concrete Elements with High-Strength Steel,” ACI Structural Journal, V. 116, No. 5, Sept., pp. 201-212. doi: 10.14359/5171676210.14359/51716762 ↗
9. Shahrooz, B. M.; Reis, J. M.; Wells, E. L.; Miller, R. A.; Harries, K. A.; and Russell, H. G., 2014, “Flexural Members with High Strength Reinforcement: Behavior and Code Implications,” Journal of Bridge Engineering, ASCE, V. 19, No. 5, p. 04014003. doi: 10.1061/(ASCE)BE.1943-5592.000057110.1061/(ASCE)BE.1943-5592.0000571 ↗
10. Shin, D.; Haroon, M.; Kim, C.; Lee, B.-S.; and Lee, J.-Y., 2019, “Shear Strength Reduction of Large-Scale Reinforced Concrete Beams with High-Strength Stirrups,” ACI Structural Journal, V. 116, No. 5, Sept., pp. 161-172.10.14359/51716759 ↗
11. Singh, H., 2017, Steel Fiber Reinforced Concrete: Behavior, Modelling and Design (Springer Transactions in Civil and Environmental Engineering, Springer, Singapore.10.1007/978-981-10-2507-5 ↗
12. Sumpter, M; Rizkalla, S.; and Zia, P., 2009, “Behaviour of High Performance Steel as Shear Reinforcement for Concrete Beams,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp. 171-177.10.14359/56355 ↗