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Titlebook: Challenges in Mechanics of Time-Dependent Materials, Volume 2; Proceedings of the 2 Alex Arzoumanidis,Meredith Silberstein,Alireza Ami Conf

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發(fā)表于 2025-3-23 10:14:08 | 只看該作者
Alex Arzoumanidis,Meredith Silberstein,Alireza Ami
12#
發(fā)表于 2025-3-23 15:08:23 | 只看該作者
Time-Temperature Mechanical Response of a PVA Dual Cross-Link Self-Healing Hydrogel,mperatures under different loading rates. The effects of loading rate and temperature were studied in both experiments. The rheology results were analyzed using classic time-temperature superposition. It can be concluded that for the rheology data classic time-temperature superposition works for this PVA hydrogel under the tested temperature range.
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發(fā)表于 2025-3-23 18:03:48 | 只看該作者
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發(fā)表于 2025-3-23 23:23:51 | 只看該作者
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發(fā)表于 2025-3-24 02:59:12 | 只看該作者
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發(fā)表于 2025-3-24 10:02:01 | 只看該作者
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發(fā)表于 2025-3-24 12:09:24 | 只看該作者
Comparison of Porcine Brain Tissue with Potential Surrogate Materials Under Quasi-static Compressioon was in good agreement with the experimental data, while the remaining tissue surrogates were generally higher in stiffness. In terms of dynamic analysis, the complex modulus of the agar and Sylgard 527 materials were found to be comparable to the porcine brain tissue, while the bovine gelatin div
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發(fā)表于 2025-3-24 18:02:30 | 只看該作者
19#
發(fā)表于 2025-3-24 22:05:12 | 只看該作者
A Case Study to Evaluate Live Load Distributions for Pre-stressed RC Bridge, test and the FE analysis, was used to evaluate the LLDFs presented by AASHTO. In addition, the FE results were used to evaluate the effect of Cross-Frame Diaphragms (CFD) on the LLDFs for pre-stressed RC bridges. Including CFD increased the LLDFs for exterior girders and decreased LLDFs for interna
20#
發(fā)表于 2025-3-24 23:51:37 | 只看該作者
Experimental and Numerical Evaluations of Live Load Distributions of Steel-Concrete Composite Bridga finite element (FE) analysis was implemented for the bridge by using ANSYS. Comparisons among the numerical results and the available measured deflections showed a close agreement. The responses of the bridge, measured during the static test and the FE analysis, was used to assess the LLDFs presen
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