Louisiana Tech Digital Commons
metadata only
Finite element simulation of creep buckling of CIPP liners under external pressure
The problem of long-term structural behavior of CIPP liners under external hydrostatic pressure has been characterized as a structural instability problem which is induced by time-dependent material deformation or creep. It is also a contact problem since the liner deflection is externally constrain
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- 703 Effect of Creep Constitutive Equation on Stress Mitigation Behavior of Low Alloy Steel Pipe#22450
- 1005 Development of Creep Constitutive Equation of Low Alloy Steel Pipe for Analysis of Stress Relaxation#69244
- The design and performance of pressure pipe liners under static and cyclic loading#958105
- Computational investigation of stress, contact conditions, and buckling of thin-walled pipe liners#957729
- J031012 Application of the Extended Subloading Surface Model for the Cyclic Plastic Deformation Analysis of Metals#69418
Record · ID 958290
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive