A Time-Step-Modified Linear Complementarity Approach for Analysing a Simply Supported Steel Beams Subjected to Far-Field Blast Loading
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-024-00854-3.pdf
Reference59 articles.
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2. Biju, A. M., & E K, A.S., Remesh, D., K, R., and A, A. (2017). Numerical study of reinforced concrete beam subjected to blast loading using finite element package ABAQUS. IOSR Journal of Mechanical and Civil Engineering, 14(03), 58–61. https://doi.org/10.9790/1684-1403025861
3. Bleich, H. H., & Shaw, R. (1960). Dominance of shear stresses in early stages of impulsive motion of beams. Journal of Applied Mechanics Transactions ASME, 27(1), 132–138. https://doi.org/10.1115/1.3643887
4. Capurso, M. (1972). A quadratic programming approach to the impulsive loading analysis of rigid plastic structures. Meccanica, 7(1 Supplement), 45–57. https://doi.org/10.1007/BF02133604
5. Carta, G., & Stochino, F. (2013). Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads. Engineering Structures, 49, 306–315. https://doi.org/10.1016/j.engstruct.2012.11.008
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