LOAD CAPACITY OF ROW OF SHEAR PLATE CONNECTORS
Based on 69 tests, recommendations are made for immediate revision to design standards and necessary additional research on timber connectors. Tensile strengths perpendicular to the glueline are reported and compared with tests. A finite element stress analysis on single connector joints is used to investigate the effect of varying end distances.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- Erki, M-A
- Huggins, M W
- Publication Date: 1983-12
Media Info
- Features: References;
- Pagination: p. 2786-2801
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Serial:
- Journal of Structural Engineering
- Volume: 109
- Issue Number: 12
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9445
- Serial URL: http://ascelibrary.org/loi/jsendh
Subject/Index Terms
- TRT Terms: Analysis; Bearing capacity; Design standards; Fasteners; Finite element method; Mathematical methods; Mathematical models; Networks; Shear reinforcement; Stresses; Structural analysis; Structural plates; Tensile strength; Timber construction; Wood structures
- Uncontrolled Terms: Plates; Shear connectors
- Old TRIS Terms: Wooden construction
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00386499
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: Jul 30 1984 12:00AM