TL;DR: In this paper, an elastoplastic damage model with rate effects was developed for concrete and implemented into LS-DYNA, a commercially available finite element code, including the selection of the concrete model input parameters.
Abstract: An elastoplastic damage model with rate effects was developed for concrete and implemented into LS-DYNA, a commercially available finite element code. This manual documents the evaluation of the concrete material model, including the selection of the concrete model input parameters. The model is evaluated through correlations with test data: drop tower impact of 1/3-scale beams (plain and reinforced), bogie vehicle impact of full-scale reinforced beams, pendulum impact of bridge rails, and quasi-static loading of a safety-shaped barrier. Although the model was developed and evaluated for roadside safety applications, it should also be applicable to many dynamic problems.
TL;DR: In this article, the authors employed hydrodynamic finite element code LS-DYNA to study the dynamic response of steel fiber reinforced concrete (SFRC) subject to impact loading.
TL;DR: In this article, the authors investigated the low velocity impact response of laminated composite structures and provided guidelines for modelling and impact simulation of FRP laminated composites, and recommendations in terms of modelling and simulation parameters such as element size, element number, number of shell sub-laminates and contact stiffness scale factors.
Abstract: Maximising impact protection of fibre reinforced plastic (FRP) laminated composite structures and predicting and preventing the negative effects of impact on these structures are paramount design criteria for ground and space vehicles. In this paper the low velocity impact response of these structures will be investigated. The current work is based on the application of explicit finite element software for modelling the behaviour of laminated composite plates under low velocity impact loading and it explores the impact, post impact and failure of these structures. Three models, namely thick shell elements with cohesive interface, solid elements with cohesive interface, and thin shell elements with tiebreak contact, were all developed in the explicit nonlinear finite element code LS-DYNA. The FEA results in terms of force and energy are validated with experimental studies in the literature. The numerical results are utilized in providing guidelines for modelling and impact simulation of FRP laminated composites, and recommendations are provided in terms of modelling and simulation parameters such as element size, number of shell sub-laminates, and contact stiffness scale factors.
TL;DR: When and how quasi-static limit load analyses can be performed by a transient analysis using explicit time integration are shown and aspects of discretization, solution control, consideration of imperfections and methods of checking the results are outlined.
Abstract: After discussing general properties of implicit FE analysis using ANSYS and explicit analysis using LS-DYNA it is shown when and how quasi-static limit load analyses can be performed by a transient analysis using explicit time integration. Then we focus on the remaining benefits of implicit analysis and how a proper combination of ANSYS and LS-DYNA can be used to prepare the transient analysis by common preprocessing and static analysis steps. Aspects of discretization, solution control, consideration of imperfections and methods of checking the results are outlined.
TL;DR: In this paper, a modified adaptive cohesive element is presented to stabilize the finite element simulations of delamination propagation in composite laminates under transverse loads, where a pre-softening zone is proposed ahead of the existing softening zone.