A New Analytical Method for Link Slab Analysis
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-0826-9.pdf
Reference23 articles.
1. Alampalli S, Yannotti AP (1998) In-service performance of integral bridges and jointless decks. Transportation Research Record 1624(1):1–7, DOI: https://doi.org/10.3141/1624-01
2. Au A, Lam C, Au J, Tharmabala B (2013) Eliminating deck joints using debonded link slabs: Research and field tests in Ontario. Journal of Bridge Engineering 18(8):768–778, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000417
3. Caner A, Zia P (1998) Behavior and design of link slabs for jointless bridge decks. PCI Journal 43(3):68–80, DOI: https://doi.org/10.15554/pcij.05011998.68.80
4. Chu K, Hossain KMA, Lachemi M (2020) Fatigue behavior of GFRP-reinforced ECC link slabs under variable stress levels and number of cycles. Engineering Structures 222:1–14, DOI: https://doi.org/10.1016/j.engstruct.2020.111130
5. Chu K, Hossain KMA, Lachemi M (2022) Experimental and numerical study on joint-free bridges with steel or gfrp-reinforced ecc link slab subjected to static loading. Construction and Building Materials 327:1–19, DOI: https://doi.org/10.1016/j.conbuildmat.2022.127035
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