{"id":10606,"date":"2025-06-25T09:16:40","date_gmt":"2025-06-25T08:16:40","guid":{"rendered":"https:\/\/edrmedeso1.wpenginepowered.com\/?post_type=article&#038;p=10606"},"modified":"2026-04-29T09:57:13","modified_gmt":"2026-04-29T08:57:13","slug":"making-quasi-static-simulations-simple-with-ansys-ls-dyna","status":"publish","type":"article","link":"https:\/\/edrmedeso.com\/article\/making-quasi-static-simulations-simple-with-ansys-ls-dyna\/","title":{"rendered":"Making Quasi-Static Simulations Simple with Ansys LS-Dyna"},"content":{"rendered":"<h2 class=\"p1\"><span style=\"color: #54beb3;\">Quasi\u2011Static Analysis in Ansys LS\u2011DYNA: Best Practices for Reliable Simulations<\/span><\/h2>\n<p class=\"p2\">Quasi\u2011static analysis in <b>Ansys LS\u2011DYNA<\/b> is widely used to model slowly applied loads where inertial effects are negligible. Engineers across industries such as automotive, consumer products, and industrial equipment rely on quasi\u2011static simulations to accurately predict deformation, stress distribution, and contact behavior under static\u2011like conditions.<\/p>\n<p class=\"p2\">Although Ansys LS\u2011DYNA is best known for explicit dynamic simulations such as crash or drop testing, its <b>explicit solver can be highly effective for quasi\u2011static analysis<\/b> when the right modelling techniques are applied. This article explains how to run accurate quasi\u2011static simulations in Ansys LS\u2011DYNA, covering solver behavior, damping strategies, mass scaling, time control, and best\u2011practice setup to ensure stable and efficient results.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\"><strong>Why Use Ansys LS\u2011DYNA for Quasi\u2011Static Analysis?<\/strong><\/span><\/h3>\n<p class=\"p2\">Ansys LS\u2011DYNA is a full multiphysics simulation solution. Originally developed for short\u2011duration dynamics using explicit time integration, it now supports implicit solvers, CFD, thermal, electromagnetic, NVH (noise, vibration, and harshness), and other advanced physics.<\/p>\n<p class=\"p2\">For <b>quasi\u2011static analysis in LS\u2011DYNA<\/b>, the explicit solver is often surprisingly well\u2011suited. While explicit solvers are typically associated with highly dynamic events, carefully controlling loading rates, kinetic energy, and time step size allows the solver to behave like a static solution while retaining its robustness and speed.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">Implicit vs Explicit Time Integration for Quasi\u2011Static Analysis<\/span><\/h3>\n<p class=\"p2\">Quasi\u2011static simulations rely on solving equations of motion over time. Two main time\u2011integration schemes are used:<\/p>\n<h4 class=\"p2\"><span style=\"color: #54beb3;\"><b>Implicit time integration<\/b><\/span><b><\/b><\/h4>\n<p class=\"p2\">Implicit methods solve future states iteratively. They are unconditionally stable and support longer time steps, but they can struggle with nonlinear materials, contact, and convergence issues.<\/p>\n<h4 class=\"p2\"><span style=\"color: #54beb3;\"><b>Explicit time integration<\/b><\/span><b><\/b><\/h4>\n<p class=\"p2\">Explicit methods solve the current state directly and avoid iterative convergence. Although they require smaller time steps for stability, explicit solvers become well suited for quasi\u2011static analysis when loads are applied slowly enough to minimize inertia and kinetic energy.<\/p>\n<p class=\"p2\">With careful setup, <b>explicit quasi\u2011static simulations in LS\u2011DYNA<\/b> can deliver stable, accurate results even for highly nonlinear problems.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">How to Ensure Quasi\u2011Static Conditions in Ansys LS\u2011DYNA<\/span><\/h3>\n<p class=\"p2\">Achieving true quasi\u2011static behavior requires thoughtful model setup:<\/p>\n<ul>\n<li class=\"p4\"><b>Apply loads slowly<\/b>: Use prescribed displacements or velocities rather than forces. Gradual loading reduces dynamic effects and numerical noise.<\/li>\n<li class=\"p4\"><b>Minimize kinetic energy<\/b>: Internal energy should dominate the energy balance. Kinetic energy must remain small throughout the analysis.<\/li>\n<li class=\"p4\"><b>Use smooth load ramping<\/b>: Avoid sharp load changes that can introduce transients.<\/li>\n<\/ul>\n<p class=\"p2\">A common workflow is to begin with a short analysis to debug the model, then progressively increase the simulation end time. If results stabilize and no longer change with longer load durations, the solution has likely reached the quasi\u2011static regime.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">Using Mass Scaling for Quasi\u2011Static Analysis in LS\u2011DYNA<\/span><\/h3>\n<p class=\"p2\">Explicit solvers are limited by the smallest element size in the mesh, which controls the stable time step. <b>Mass scaling in LS\u2011DYNA<\/b> artificially increases element mass, reducing wave speed and allowing longer time steps.<\/p>\n<p class=\"p2\">When applied carefully and monitored closely:<\/p>\n<ul>\n<li class=\"p4\">Computational efficiency improves significantly<\/li>\n<li class=\"p4\">Accuracy remains acceptable<\/li>\n<li class=\"p4\">Inertial effects stay negligible<\/li>\n<\/ul>\n<p class=\"p2\">As long as kinetic energy remains small compared to internal energy, mass scaling is a powerful tool for accelerating quasi\u2011static simulations.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">Preloading Structures in Quasi\u2011Static LS\u2011DYNA Simulations<\/span><\/h3>\n<p class=\"p2\">Many engineering assemblies include preloaded components such as bolts, press fits, or clamped interfaces. Accurately capturing preload effects is essential for realistic quasi\u2011static analysis.<\/p>\n<p class=\"p2\">Two common preload methods are used:<\/p>\n<p class=\"p2\"><b>Direct preload in the main analysis<\/b><b><\/b><\/p>\n<p class=\"p2\">Simple to apply but may introduce transient effects.<\/p>\n<p class=\"p2\"><b>Dynamic relaxation<\/b><b><\/b><\/p>\n<p class=\"p2\">Runs a short pre\u2011analysis where loads are applied and allowed to settle before the main simulation starts. This produces cleaner initial conditions and more stable results.<\/p>\n<p class=\"p2\">Dynamic relaxation can be performed using either explicit or implicit solvers and is often preferred for complex preload scenarios.<\/p>\n<p class=\"p1\">Sequential Loading and Restart Analysis in LS\u2011DYNA<\/p>\n<p class=\"p2\">Engineering problems frequently involve stepwise loading conditions such as preload, side load, unloading, and reloading. <b>Restart analysis in LS\u2011DYNA<\/b> allows each load stage to build on previous results efficiently.<\/p>\n<p class=\"p2\">LS\u2011DYNA supports:<\/p>\n<ul>\n<li class=\"p4\"><b>Simple restart<\/b>: Extend simulation time<\/li>\n<li class=\"p4\"><b>Small restart<\/b>: Modify boundary conditions or delete components<\/li>\n<li class=\"p4\"><b>Full restart<\/b>: Fully modify the model, add parts, or update material definitions<\/li>\n<\/ul>\n<p class=\"p2\">This approach improves workflow flexibility and reduces model re\u2011setup time during design iteration.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">Setting Up Quasi\u2011Static LS\u2011DYNA Simulations in Ansys Workbench<\/span><\/h3>\n<p class=\"p2\">Ansys Workbench provides a structured environment for building quasi\u2011static LS\u2011DYNA workflows:<\/p>\n<ul>\n<li class=\"p4\">Material models can be defined using Engineering Data or LS\u2011DYNA keywords<\/li>\n<li class=\"p4\">Contact definitions support automatic detection and advanced constraint options<\/li>\n<li class=\"p4\">Prime meshing ensures continuity across unshared interfaces<\/li>\n<li class=\"p4\">Shell and solid elements can be selected for accurate large\u2011deformation behavior<\/li>\n<li class=\"p4\">Bolt pretension can be added directly to dynamic relaxation analyses<\/li>\n<\/ul>\n<p class=\"p2\">Workbench also enables traceable restart workflows, simplifying complex sequential simulations.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">How to Evaluate Whether Your LS\u2011DYNA Simulation Is Quasi\u2011Static<\/span><\/h3>\n<p class=\"p2\">Post\u2011processing is critical to confirm quasi\u2011static behavior:<\/p>\n<ul>\n<li class=\"p4\"><b>Energy plots<\/b>: Kinetic energy should remain small relative to internal energy<\/li>\n<li class=\"p4\"><b>Reaction forces<\/b>: Smooth force responses indicate minimal dynamic oscillation<\/li>\n<li class=\"p4\"><b>Displacement stability<\/b>: Results should stabilize over time<\/li>\n<\/ul>\n<p class=\"p2\">Comparing simulations with different load durations (for example 0.1 s, 0.5 s, and 1.0 s) helps identify when static\u2011like behavior is achieved.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">Why Explicit Quasi\u2011Static Analysis Matters<\/span><\/h3>\n<p class=\"p2\">Using explicit solvers for quasi\u2011static analysis offers key advantages:<\/p>\n<ul>\n<li class=\"p4\">Avoids convergence issues common in implicit solvers<\/li>\n<li class=\"p4\">Handles severe material and contact nonlinearities<\/li>\n<li class=\"p4\">Supports stepwise loading and restart workflows<\/li>\n<li class=\"p4\">Accelerates debugging and model iteration<\/li>\n<\/ul>\n<p class=\"p2\">Applications include bolt modeling, rubber deformation, structural collapse, crash safety components, and ROPS (rollover protection system) simulations.<\/p>\n<p class=\"p2\">With controlled loading rates, smart mass scaling, and restart analysis, <b>Ansys LS\u2011DYNA explicit solvers provide a robust and efficient solution for quasi\u2011static analysis<\/b>.<\/p>\n<h3 class=\"p1\"><span style=\"color: #54beb3;\">Quasi\u2011Static Analysis in Ansys LS\u2011DYNA: FAQs<\/span><\/h3>\n<ul>\n<li class=\"p2\"><span style=\"color: #54beb3;\"><b>What is quasi\u2011static analysis in Ansys LS\u2011DYNA?<br \/>\n<\/b><\/span><b><\/b>Quasi\u2011static analysis models slowly applied loads where inertial effects are negligible, allowing dynamic solvers to behave like static simulations.<\/li>\n<li class=\"p2\"><span style=\"color: #54beb3;\"><b>Can LS\u2011DYNA explicit solvers be used for static problems?<br \/>\n<\/b><\/span><b><\/b>Yes. When loads are applied slowly and kinetic energy is minimized, explicit solvers can deliver reliable quasi\u2011static results.<\/li>\n<li class=\"p2\"><span style=\"color: #54beb3;\"><b>When should mass scaling be used in quasi\u2011static simulations?<br \/>\n<\/b><\/span><b><\/b>Mass scaling can be applied to increase time step size, as long as inertial effects remain insignificant and kinetic energy stays low.<\/li>\n<li class=\"p2\"><span style=\"color: #54beb3;\"><b>How do I verify a quasi\u2011static LS\u2011DYNA simulation?<br \/>\n<\/b><\/span><b><\/b>Check that kinetic energy is small compared to internal energy and verify stable reaction forces and displacements over time.<\/li>\n<\/ul>\n<p class=\"p2\">Learn more<\/p>\n<p><a class=\"btn icon-border-right-arrow text-primary mobile-btn title-block-button\" href=\"https:\/\/edrmedeso.com\/products\/ansys-ls-dyna\/\">Read more about Ansys LS-Dyna<\/a><\/p>\n<p><a class=\"btn icon-border-right-arrow text-primary mobile-btn title-block-button\" href=\"https:\/\/edrmedeso.com\/video\/coffee-with-an-expert-quasi-static-simulations-using-ansys-ls-dyna\/\">Watch our on-demand webinar<\/a><\/p>\n<p><a class=\"btn icon-border-right-arrow text-primary mobile-btn title-block-button\" href=\"https:\/\/edrmedeso.com\/speak-to-an-expert\/\">Speak to an expert<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Learn how explicit dynamics in Ansys LS\u2011DYNA can be used for stable and efficient quasi\u2011static simulations.<\/p>\n","protected":false},"featured_media":10607,"parent":0,"menu_order":0,"template":"","class_list":["post-10606","article","type-article","status-publish","has-post-thumbnail","hentry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.7 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Quasi\u2011Static Simulations in Ansys LS\u2011DYNA Made Simple<\/title>\n<meta name=\"description\" content=\"Learn how engineers perform accurate 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