Intelligent design and stress analysis method and system for connecting node of new and old envelope structure

By establishing a three-dimensional finite element model and optimizing the layout of connecting components, combined with stress flow field control and energy dissipation technology, the scientific and precise design of the connection nodes between the new and old enclosure structures was solved, improving the load-bearing capacity and crack resistance, and meeting engineering requirements.

CN122221601APending Publication Date: 2026-06-16ARCHITECTURAL DESIGN & RES INST OF TSINGHUA UNIV +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
ARCHITECTURAL DESIGN & RES INST OF TSINGHUA UNIV
Filing Date
2026-04-24
Publication Date
2026-06-16

AI Technical Summary

Technical Problem

Traditional design of connection nodes between new and old building envelopes relies on experience, lacks scientific rigor and precision, and is difficult to meet actual engineering needs. Furthermore, the load-bearing capacity and crack resistance of the connection nodes are insufficient.

Method used

By collecting stress analysis data, a three-dimensional finite element model is established, the stiffness distribution of nodes is calculated, the arrangement angle and spacing of connecting components are optimized, stress flow field control technology and stress wave energy dissipation technology are adopted to construct a multi-layer protective structure, control crack propagation, and output a detailed design scheme.

Benefits of technology

It improves the design accuracy and scientific nature of connection nodes, enhances load-bearing capacity and crack resistance, extends structural life, reduces maintenance costs, and improves construction quality and project benefits.

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Abstract

The application provides a new and old envelope connecting node intelligent design and stress analysis method and system, relates to the civil engineering technical field, and comprises the following steps: establishing a three-dimensional finite element model, calculating the node stiffness distribution required by the target bearing capacity, optimizing the connecting component by using stress flow field control technology, calculating the initial super stiffness based on the performance attenuation curve, introducing the stress redistribution coefficient to calculate the bearing capacity loss, constructing a multi-layer protective structure, and controlling crack propagation by using stress wave energy dissipation technology. The application improves the bearing capacity and safety of the connecting node, enhances the structural durability, and prolongs the service life of the structure.
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