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Titlebook: Computational and Experimental Simulations in Engineering; Proceedings of ICCES Shaofan Li Conference proceedings 2024 The Editor(s) (if ap

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51#
發(fā)表于 2025-3-30 09:25:15 | 只看該作者
S. Nocilla,G. Geymonat,B. Gabutti was established to simulate the concrete plastic damage and the local bond-slip behavior of NSM CFRP. The simulation results show that the ultimate performance and shear crack distribution of the specimen are in good agreement with the test results.
52#
發(fā)表于 2025-3-30 15:28:20 | 只看該作者
53#
發(fā)表于 2025-3-30 18:24:00 | 只看該作者
Discussion on Firefighter Action Measures for Firefighters in Urban Complex Based on PyroSim,nt firefighting actions were observed with data of influencing factors such as CO, visibility, temperature, and oxygen concentration, which provided a reference for firefighters to deal with firefighting and rescue operations in urban complex fires.
54#
發(fā)表于 2025-3-30 21:08:27 | 只看該作者
2211-0984 erimental Engineering and Sciences (ICCES 2023).Written by lThis book gathers the latest advances, innovations, and applications in the field of computational engineering, as presented by leading international researchers and engineers at the 29th International Conference on Computational & Experime
55#
發(fā)表于 2025-3-31 01:20:06 | 只看該作者
56#
發(fā)表于 2025-3-31 06:36:35 | 只看該作者
Application Research on Pipe Pile Foundation of Highway Bridge in Dongting Lake Region, related construction processes were introduced. The research results aim to provide a significant reference for PHC pipe pile foundation of highway bridges in Dongting Lake regions and other similar geological conditions.
57#
發(fā)表于 2025-3-31 12:07:55 | 只看該作者
58#
發(fā)表于 2025-3-31 13:48:35 | 只看該作者
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發(fā)表于 2025-3-31 19:53:38 | 只看該作者
60#
發(fā)表于 2025-3-31 22:17:38 | 只看該作者
https://doi.org/10.1007/978-3-642-81005-3which demonstrates that the failure modes consist mainly of fracture, buckling and separation of fiber bundles, crushing, buckling and delamination of the annual ring layer. They are confirmed by the microstructural results. Besides, the failure modes are also affected by the loading direction and strain rate.
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