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Titlebook: Numerical Modeling Strategies for Sustainable Concrete Structures; SSCS 2022 Pierre Rossi,Jean-Louis Tailhan Conference proceedings 2023 RI

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31#
發(fā)表于 2025-3-26 22:54:28 | 只看該作者
,HPC Finite Element Solvers for?Phase-Field Models for?Fracture in?Solids,linearity, the requirement of extremely fine meshing, and/or large-scale simulations make numerical crack prediction a tedious task with this family of models. Such problems demand enormous computational resources. Under a sequential computing framework, these lead to extremely slow computations wit
32#
發(fā)表于 2025-3-27 03:33:40 | 只看該作者
33#
發(fā)表于 2025-3-27 08:15:32 | 只看該作者
Multi-physical Simulation of Concrete Hydraulic Facilities Affected by Alkali-Aggregate Reaction: F by alkali-aggregate reaction (AAR) by conducting numerical and experimental investigations on an existing hydroelectric facility affected by AAR..A large experimental program was performed to characterize the mechanical properties and the kinetics of the AAR chemical reaction for the original mass
34#
發(fā)表于 2025-3-27 11:23:19 | 只看該作者
Biaxial Interaction Diagrams of a RC Section at Elevated Temperatures, the biaxial interaction diagrams of a reinforced concrete section at both ambient and elevated temperatures. Such a method is an extension of the work of Pham . [.] (.) where the previous complex 3D failure surfaces are simplified here to a superposition of simple 2D interaction diagrams for differ
35#
發(fā)表于 2025-3-27 15:49:30 | 只看該作者
36#
發(fā)表于 2025-3-27 20:55:13 | 只看該作者
Digital Twin for Modelling Structural Durability,ete structures. This study presents a bridge monitoring system coupled with an advanced chemo-mechanical computational method for an estimation of chloride ingress and reinforcement corrosion. Based on-site measurements, a digital replica of the bridge is calibrated and by applying the degradation m
37#
發(fā)表于 2025-3-27 21:58:03 | 只看該作者
38#
發(fā)表于 2025-3-28 02:27:58 | 只看該作者
,Predicting Early Age Temperature Evolution in?Massive Structures from?Non-standard Characterizationclassic quasi-adiabatic test in lab condition. The first part introduces the model used to compute the temperature evolution at early age, using a Finite Element solver. The second part presents the two methods. The first method is based on the estimation of the heat loss of the mockup. Then, a meth
39#
發(fā)表于 2025-3-28 08:28:52 | 只看該作者
Numerical Approaches Aimed at a Sustainable Design: The Case of Wind Tower Foundations,off-shore wind turbine towers. Regarding reinforced concrete shallow foundations of onshore wind turbine steel towers, possible reductions of reinforcement obtainable by employing steel fibre-reinforced concrete (SFRC) may increase their sustainability, speed of erection, and competitiveness. At the
40#
發(fā)表于 2025-3-28 12:56:26 | 只看該作者
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