Numerical investigation and cost comparison on voided slab with replacement of conventional steel with GFRP reinforcement bars using FEM for different shapes and spacing of void formers
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00889-7.pdf
Reference42 articles.
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2. Albrecht, C., Albert, A., Pfeffer, K., & Schnell J. (2012). Design and construction of two-way spanning reinforced concrete slabs with flattened rotationally symmetrical void former. Beton und Stahlbetonbau, 107, 590–600, ISSN 0005–9900.
3. Anas, S. M., Alam, M., & Umair, M. (2020a). Performance of one-way concrete slabs reinforced with conventional and polymer re-bars under air-blast loading. In: Chandrasekaran S., Kumar S., Madhuri S. (Eds.), Recent Advances in Structural Engineering. NIT-Jamshedpur, Jamshedpur, India. Lecture Notes in Civil Engineering, vol. 135 (pp. 179-191). Springer, Singapore. https://doi.org/10.1007/978-981-33-6389-2_18.
4. Anas, S. M., Alam, M., & Umair, M. (2020b). Performance of one-way composite reinforced concrete slabs under explosive-induced blast loading. In: 1st International Conference on Energetics, Civil and Agricultural Engineering 2020, Tashkent, Uzbekistan, IOP Conference Series: Earth and Environmental Science, vol. 614. https://doi.org/10.1088/1755-1315/614/1/012094.
5. Anas, S. M., Alam, M., & Umair, M. (2021a). Experimental and numerical investigations on performance of reinforced concrete slabs under explosive-induced air-blast loading: a state-of-the-art review. Structures, Elsevier, 31, 428–461. https://doi.org/10.1016/j.istruc.2021.01.102.
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