Rippled Steel Plates for Beam-Column Connections

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Solution Overview

Problem

Steel-framed buildings are prone to progressive collapse due to lack of redundancy in beam-column connections, especially under blast or seismic loads, which can lead to structural failure and collapse.

Innovation Solution

A strengthening system using rippled steel plates to reinforce beam-column connections, allowing for catenary action and load transfer to adjacent columns, maintaining structural integrity and preventing progressive collapse.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If conventional beam-column connections are used in steel-framed buildings, then construction speed and cost control are improved, but the buildings are vulnerable to progressive collapse under blast or seismic loads

Engineering Contradiction:
Improveconstruction speedVSAvoidresistance to progressive collapse
Core Design Contradiction:
ProductivityVSReliability

Solution Approach 1:

Rippled steel plates are pre-installed at beam-column connections before the building is subjected to extreme loads. These plates are in a compressed rippled state, ready to straighten and absorb energy when downward movement occurs during column failure, thereby preventing progressive collapse

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The rippled steel plates act as preliminary cushioning elements at beam-column connections. When a column fails and the joint experiences downward movement, the ripples straighten to absorb impact energy and provide a buffer, preventing immediate catastrophic failure and allowing alternate load paths to develop

Inventive Principle:
Principle #11Beforehand cushioning (Prior cushioning)

2Reliability

If rippled steel plates are added to beam-column connections to prevent progressive collapse, then structural reliability under extreme loads is improved, but device complexity and construction time increase

Engineering Contradiction:
Improveresistance to progressive collapseVSAvoidconnection system complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The steel plates are transformed from a flat configuration to a rippled configuration through controlled compression during fabrication. This parameter change creates a compact structure that can undergo significant deformation (straightening) when loaded, providing energy absorption capacity without adding excessive volume or complexity to the connection

Inventive Principle:
Principle #35Parameter changes

3Strength

If rippled steel plates are used to resist downward movement at damaged columns, then structural integrity is maintained, but the plates undergo significant deformation and may require replacement

Engineering Contradiction:
Improvestructural integrityVSAvoidplate replacement difficulty
Core Design Contradiction:
StrengthVSEase of repair

Solution Approach 1:

The strengthening system is segmented into individual rippled steel plates that can be independently installed and removed at each beam-column connection. This segmentation allows for targeted replacement of only the affected plates after damage, rather than requiring replacement of entire connection systems or structural members

Inventive Principle:
Principle #1Segmentation

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The rippled steel plates effectively resist downward movement and distribute loads, preventing structural failure and maintaining the integrity of beam-column connections, thereby preventing progressive collapse and ensuring the building's stability under extreme loads.

Implementation Method 1

The rippled plates at the joint straighten during the initial downward movement, and resist further downward movement after complete straightening of the ripples

Methodology Applied
Scientific EffectElastic deformation: Elasticity

Data Source

PatentUS10415230B1Strengthening system for beam-column connection in steel frame buildings to resist progressive collapse
Publication Date: 2019.09.17 KING SAUD UNIVERSITY
  • US10415230B1 patent drawing
  • US10415230B1 patent drawing
  • US10415230B1 patent drawing

AI summary

The strengthening system for beam-column connections in steel frame buildings to resist progressive collapse helps to mitigate progressive collapse in the event of accidental column loss by using a system of rippled steel plates reinforcing the beam-column connection. Various configurations of rippled steel plates are provided to connect in-plane and transverse beams at a joint. In the event of severe damage caused to a column of a steel framed building, the upper joints of the damaged column undergo downward movement. The rippled plates at the joint straighten during the initial downward movement, and resist further downward movement after complete straightening of the ripples. This helps in the development of catenary action in steel beams. The proposed system is simple, fast to construct, demountable, and easy to repair/replace after damage caused by blast loads.