THERMAL SCIENCE

International Scientific Journal

CALCULATION OF SHEAR CAPACITY OF RECYCLED CONCRETE BEAMS WITH WEB REINFORCEMENT BASED ON MODIFIED COMPRESSION FIELD THEORY

ABSTRACT
Based on the modified compression field theory, this paper considers the inter-locking force between recycled concrete aggregates and their effective grain sizes, and establishes a shear model to describe accurately the actual force of recycled concrete beams with web reinforcement. Mathematical formulas for calculation of the interlocking force are deduced, and the shear capacity of the recycled concrete beams can be estimated. The data of five test beams and 20 test beams in open literature are in good agreement with the theoretical prediction, which proves that this method can be used to calculate the ultimate shear capacity for practical applications.
KEYWORDS
PAPER SUBMITTED: 2022-02-01
PAPER REVISED: 2022-07-14
PAPER ACCEPTED: 2022-07-14
PUBLISHED ONLINE: 2023-06-11
DOI REFERENCE: https://doi.org/10.2298/TSCI2303135J
CITATION EXPORT: view in browser or download as text file
THERMAL SCIENCE YEAR 2023, VOLUME 27, ISSUE Issue 3, PAGES [2135 - 2143]
REFERENCES
  1. Liu, H. W., et al., Hardened Properties of 3D Printed Concrete with Recycled Coarse Aggregate, Cement and Concrete Research, 159 (2022), Sept., 106868
  2. Moron, A., et al., Experimental Study with Cement Mortars Made with Recycled Concrete Aggregate and Reinforced with Aramid Fibers, Applied Sciences, 11 (2021), 17, pp. 7791-7791
  3. Liu, H. W., et al., Study on the Effect of Chloride Ion Ingress on the Pore Structure of the Attached Mortar of Recycled Concrete Coarse Aggregate, Construction and Building Materials, 263 (2020), Dec., 120133
  4. Salem, R. M, Interrelationship of Physical Properties of Concrete with Recycled Aggregates, Recycled Aggregate Concrete Proceedings of TRB Annual Meeting, Knoxville, 14 (2003), 2, pp. 120-132
  5. O'Mahony, M. M., An Analysis of the Shear Strength of Recycled Aggregates, Material and Structures, 30 (1997), Dec., pp. 599-606
  6. Gonzalez, B., Martinez, F., Proceedings, Shear Strength of Concrete with Recycled Aggregate, International RILEM Conference on the Use of Recycled Materials in Buildings and Structures vol. 2, School of Civil Engineering, University of A Coruna (ETSICCP, UDC), A Coruna, Spain, 2004, pp. 619-628
  7. Huang, J., Reliability Analysis of Ultimate Bearing Capacity of Recycled Concrete Beams (in Chinese), Ph. D. Thesis, Tongji University, Shanghai, China, 2007
  8. Mitchell, D., Collins, M. P., Diagonal Compression Field Theory-a Rationalmodel for Structural Concretein Pure Torsion, ACI Journal, 71 (1974), 8, pp. 396-408
  9. Wang, Y. Y., et al., Research Progress on Horizontal Load-Bearing Components of Recycled Concrete for Building Structures (in Chinese), Engineering Mechanics, 35 (2018), 4, pp. 1-15
  10. Kim, et al., The Effect of the Residual Mortar of Recycled Concrete Aggregate on Alkali Ailica Reaction, International JOURNAL of HIGHWAY Engineering, 17 (2015), 4, pp. 19-24
  11. Cheng, H. G., et al., Numerical Solution of Section Stress About Steel-Concrete Composite Beams, Advanced Materials Research, 163-167 (2010), Dec., pp. 1614-1619
  12. Belen, G. F., et al., Stress-Strain Relationship in Axial Compression for Concrete Using Recycled Saturated Coarse Aggregate, Construction and Building Materials, 25 (2011), 5, pp. 2335-2342
  13. Zhou, B. B., et al., Experimental Study on Shear Bearing Capacity of Recycled Concrete Beams (in Chinese, Sichuan Architectural Science Research, 35 (2009), 6, pp. 16-18
  14. Ajdukiewicz, A. B., Kliszczewicz, A. T., Comparative Tests of Beams and Columns Made of Recycled Aggregate Concrete and Natural Aggregate Concrete, Journal of Advanced Concrete Technology, 5 (2007), 2, pp. 259-273
  15. Arezoumandi, M., et al., An Experimental Study Onflexural Strength of Reinforced Concrete Beams with 100% Recycled Concreteaggregate, Engineering Structures, 88 (2015), Apr., pp. 154-162

© 2024 Society of Thermal Engineers of Serbia. Published by the Vinča Institute of Nuclear Sciences, National Institute of the Republic of Serbia, Belgrade, Serbia. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution-NonCommercial-NoDerivs 4.0 International licence