Variable Stiffness Devices and Methods of Use
US-2016331572-A1 · Nov 17, 2016 · US
US9611667B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9611667-B2 |
| Application number | US-201615147124-A |
| Country | US |
| Kind code | B2 |
| Filing date | May 5, 2016 |
| Priority date | May 5, 2015 |
| Publication date | Apr 4, 2017 |
| Grant date | Apr 4, 2017 |
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The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint. The filler module of the disclosed technology is designed and configured to dissipate energy from a load applied to the structure, and at least doubling the load bearing capacity for the structure, at the joint.
Opening claim text (preview).
The invention claimed is: 1. A method for strengthening one or more joints of a structure comprising a plurality of structural members forming a vacuous area at each joint, the method comprising the steps of: a. computing limit load bearing capacity for the structure, at a joint, b. securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and c. applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint; wherein the filler module is designed and configured to dissipate energy from a load applied to the structure, and increasing the load bearing capacity for the structure, at the joint. 2. The method of claim 1 , wherein the method further comprises securing a plurality of dowel bars to the members, near the joint, and securing the filler module to the dowel bars. 3. The method of claim 1 , wherein the fiber reinforced polymer wrap is applied in two or more layers about the filler module and the members, wherein each layer comprises a continuous sheet of fiber reinforced polymer wrap. 4. The method of claim 1 , wherein at least one non-tangential surface is concave. 5. The method of claim 1 , wherein the member comprises a material have a certain stiffness, and the filler module comprises a material having a stiffness of ±10% of the certain stiffness of the member. 6. The method of claim 1 , wherein the filler module has a throat and legs extending from the throat to extremities, and further wherein the filler module is defined by a decreasing thickness from its throat to the extremities of the legs. 7. The method of claim 1 , wherein the filler module comprises material having 2%-10% of critical damping. 8. The method of claim 1 , wherein the filler module comprises one or more syntactic foams made from a polymer resin and glass beads comprising 30-35% resin and 65-70% glass beads. 9. The method of claim 1 , wherein the method further comprises applying an outer layer of nano-carbon composite sheeting about the joint, the module and the continuous fiber reinforced polymer wrap.
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