A Finite-Element Method for Bending Analysis of Layered Structural Systems

Ingram, Wayne B.; Matlock, Hudson; University of Texas at Austin. Center for Highway Research

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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A Finite-Element Method for Bending Analysis of Layered Structural Systems

1967-06-01
By Ingram, Wayne B. ; Matlock, Hudson

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English

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Details:

Creators:

Ingram, Wayne B. ; Matlock, Hudson

Ingram, Wayne B. ; Matlock, Hudson Less -
Corporate Creators:

University of Texas at Austin. Center for Highway Research
Corporate Contributors:

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration. Bureau of Public Roads

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration. Bureau of Public Roads Less -
Subject/TRT Terms:

[+]

Axial Loads Bending Constraints Digital Computers Distributions (Statistics) Finite Element Method Numerical Analysis Structural Supports
Publication/ Report Number:

56-5 ; 3-5-63-56

56-5 ; 3-5-63-56 Less -
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

University of Texas at Austin. Center for Highway Research
Abstract:

An efficient numerical method of bending analysis for simply connected grid-over-beam and orthotropic plate-over-beam layered structural systems is presented. The method relies upon the availability of a high-speed digital computer. In the method, the real structure is replaced by a finite-element model of bars and springs. The equations for the two types of systems considered then are derived directly from the model to circumvent conventional assumptions of continuity. The model elements are further grouped into individual beams or line members for the three-phase iteration process. An alternating direction relaxation technique is employed to coordinate the solution of the individual beams.
Format:

PDF
Collection(s):

US Transportation Collection
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urn:sha-512:3b5d7c30b6f40542422cf18082cf26324bd4cceea538dcb4f5ba2ee410fa51ff96f431f54981fae8ccb7b66ecfe49a6b1615f020e2f8f569ff1557eda52e660e
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https://rosap.ntl.bts.gov/view/dot/80992/dot_80992_DS1.pdf
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A Finite-Element Method for Bending Analysis of Layered Structural Systems

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