--- type: concept title: "Midas Civil PSC and Prestress Loss Analysis" created: 2026-06-02 updated: 2026-06-02 address: c-000169 aliases: - MIDAS Civil PSC analysis - midas Civil prestress loss analysis tags: - concept - finite-element-method - midas-civil - prestress - bridge-analysis status: current related: - "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]" - "[[midas Civil]]" - "[[Beam and Frame Finite Elements]]" - "[[Midas FEA Embedded Reinforcement Modeling]]" - "[[Midas Civil Construction Stage and Time-Dependent Analysis]]" sources: - "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]" --- # Midas Civil PSC and Prestress Loss Analysis ## Definition Midas Civil PSC and prestress loss analysis is the prestressed concrete workflow for tendon force application and loss evaluation in bridge/civil member models. ## How It Works The manual covers prestress loading and losses from anchorage slip, tendon-sheath friction, elastic deformation of concrete, relaxation, and time-dependent concrete behavior. Relaxation models include Magura and CEB-FIP style references. The PSC workflow is tightly coupled to construction stages because tendon stressing, section age, creep, shrinkage, and prestress losses evolve over time. ## Solver Development Notes - Tendon geometry and eccentricity must be converted to equivalent nodal/member actions consistently. - Loss calculations need staged state: jack force, anchorage conditions, friction path, concrete elastic shortening, creep, shrinkage, and relaxation. - Result comparison should include tendon force, member force, stress, camber/deflection, and reaction histories. - PSC tests should isolate immediate losses before combining them with long-term losses. ## Connections - [[Beam and Frame Finite Elements]] supplies the member-analysis base. - [[Midas Civil Construction Stage and Time-Dependent Analysis]] supplies the stage/time dependence. - [[Midas FEA Embedded Reinforcement Modeling]] provides a detail-FE prestress modeling counterpart.