Graphical modeling of discontinuous stress field for RC deep beams under uniform load

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Abstract

The fanning compression stress pattern in RC deep beams under uniform load presents a challenge to formulating the configuration of strut-and-tie model (STM). To this end, this paper proposes an alternative method for creating a graphical discontinuous stress field model (DSFM) to fill up the whole beam continuum. It comprises a certain number of trapezoidal stress-bands with varying bandwidths, and their stress values can be calculated based on force equilibrium conditions. Several stress subfields are defined through a certain stress combination from several directions. The DSFM is implementable for both service limit state (SLS) and ultimate limit state (ULS) in that its configuration is primarily oriented by elastic stress field and only a limited plastic redistribution is allowed for plastic failure. The graphical procedure of DSFM is demonstrated and examined by a test deep beam example, which shows that the predictions are fairly in good agreement with the test results.

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APA

Liu, Z., & Lei, H. (2023). Graphical modeling of discontinuous stress field for RC deep beams under uniform load. Structural Concrete, 24(4), 5011–5026. https://doi.org/10.1002/suco.202200795

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