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- Due to the importance of historical timber covered bridges throughout history, their preservation is necessary. However, conducting an accurate structural evaluation of these types of bridges has always caused difficulties to bridge engineers. This paper summarizes an investigation that was sponsored by the Federal Highway Administration and the USDA Forest Products Laboratory to develop a simple but accurate analytical model to analyze Burr Arch Truss bridges. A three dimensional model that included the splice joints that were used in the construction of the bridge was utilized in the...AuthorsF. Fanous, Douglas R. Rammer, T. WipfKeywordsSourceIn: Wacker, J.; Krohn, J., eds. Proceedings, 2nd International Conference of Timber Bridges. Washington, DC: WoodWorks – Wood Products Council, 2013; 11 p.Year2013
- This paper reports the results of a study undertaken to assess the condition of timber bridges in the state of Iowa. This study was carried out as part of an overall national study spearheaded by the Forest Products Laboratory and FHWA to investigate the field performance of timber bridges throughout the United States. In the U.S., Iowa has the most timber bridge structures at more than 2,500. The inspection team utilized advanced NDE assessment tools such as the resistance microdrill and other acoustic devices to evaluate the condition of the suspect areas of the timber sub- and superstruc...AuthorsTravis Hosteng, James Wacker, Brent PharesKeywordsSourceIn: Wacker, J.; Krohn, J., eds. Proceedings, 2nd International Conference of Timber Bridges. September 30 - October 2nd, 2013, Las Vegas, Nevada, USA. (Electronic format without page numbers). Leesburg, VA: American Wood Council – Woodworks. (Peer-Reviewed) ID# 0424; 2013; 11 p.Year2013
- During the 19th century, the economic material to build bridges was timber due to its abundant availability, cost, and ease of construction. Many of the well-known timber bridge types are the Burr arch, Town lattice, Howe, Queen and King type of trusses. This paper summarizes an investigation that was sponsored by the Federal Highway Administration and the USDA Forest Products Laboratory to recommend simple but accurate analytical techniques for improving the analysis of historic covered timber bridges. Within this manuscript, field testing results of displacements and strains for covered...AuthorsF Fanous, Douglas R. Rammer, T. WipfKeywordsSourceIn: Wacker, J.; Krohn, J., eds. Proceedings, 2nd International Conference of Timber Bridges. Washington, DC: WoodWorks – Wood Products Council, 2013; 12 p.Year2013
- As early as 1970, the structural engineering and building safety community recognized that a large number of two-, three- and four-story woodframe buildings designed with the first floor used either for parking or commercial space were built with readily identifiable structural system deficiencies, referred to as a “soft story”. Thus, many multi-story woodframe buildings are susceptible to collapse at the first story during earthquakes. The majority of these older multi-story woodframe buildings have large openings and few partition walls at the ground level. This open space condition...AuthorsVan De John W. Lindt, Pouria Bahmani, Mikhail Gershfeld, Giraj Kumar Kandukuri, Douglas R. Rammer, Shiling PeiKeywordsSourceNew Developments in Structural Engineering and Construction, Yazdani, S. and Singh, A. (Eds.), ISEC-7, Honolulu, June 18 –23, 2013; 6 p.Year2013
- This paper reports an in situ inspection project conducted on heavy timber structures of a century-old industrial building at a paper manufacturing facility. A nondestructive inspection procedure was employed to evaluate the true condition of the heavy timbers that serve as the main framing structure of the building. The on-site investigation involved monitoring of the microclimate environment resulting from the paper machine operations, wood species identification, wood moisture content measurements, and internal decay detection using sounding, stress wave timing, and resistance micro-dril...AuthorsXiping Wang, Marko Teder, James WackerSourceAdvanced Materials Research Volume 778, 2013; pp. 840-848.Year2013
- During the rotary peeling of veneer for plywood or the laminated veneer lumber manufacture, checks are formed in the veneer that are as deep as 70 – 80 % of the veneer thickness. The results of this study show that, during adhesive bond testing, deep lathe checks in birch (Betula pendula Roth.) veneer significantly reduce the shear strength and the percent wood failure of phenolformaldehyde (PF) – bonded plywood. The results also show that specimens tested with the checks pulled open or closed can fail by different mechanisms. Dried rotary peeled birch veneers were sanded to create uniform...AuthorsAnti Rohumaa, Christopher G. Hunt, Mark Hughes, Charles R. Frihart, Janne LogrenKeywordsSourceHolzforschung,Year2013
- We produced defect-free electrospun fibers from aqueous dispersions of lignin, poly(vinyl alcohol) (PVA), and cellulose nanocrystals (CNCs), which were used as reinforcing nanoparticles. The thermomechanical performance of the lignin-based electrospun fibers and the spin-coated thin films was improved when they were embedded with CNCs. Isochronal dynamic mechanical analysis (DMA) was used to assess the viscoelastic properties of the lignin:PVA electrospun fiber mats loaded with CNCs. DMA revealed that α relaxation processes became less prominent with an increased lignin content, an effect...AuthorsMariko Ago, Joseph Jakes, Orlando J. RojasKeywordsSourceACS Applied Materials & InterfacesYear2013
Effect of temperature on Acoustic Evaluation of standing trees and logs: Part 2: Field Investigation
The objectives of this study were to investigate the effect of seasonal temperature changes on acoustic velocity measured on standing trees and green logs and to develop models for compensating temperature differences because acoustic measurements are performed in different climates and seasons. Field testing was conducted on 20 red pine (Pinus resinosa) trees and 10 freshly cut red pine logs at a 45-yr-old plantation stand in Arena, WI. Acoustic velocities of the red pine trees and logs and the ambient temperatures were monitored for 12 consecutive months. Results indicated that ambient...AuthorsShan Gao, Xiping Wang, Lihai Wang, R. Bruce AllisonSourceWood and Fiber Science, Volume 45, Number 1, 2013; pp. 15-25.Year2013- Water uptake in porous low-k dielectrics has become a significant challenge for both back-end-of line integration and circuit reliability. The influence of absorbed water on the mechanical properties of plasma-enhanced chemical-vapor-deposited organosilicate glasses (SiCOH) was investigated with nanoindentation. The roles of physisorbed (α-bonded) and chemisorbed (β-bonded) water were examined separately through annealing at different temperatures. Nanoindentation measurements were performed on dehydrated organosilicate glass during exposure to varying humidity conditions. The elastic...AuthorsX. Guo, Joseph Jakes, M.T. Nichols, S. Banna, Y. Nishi, J.L. ShohetKeywordsSourceJ. Appl. Phys. Volume 114, 2013; pp. 084103-1 to 084103-11.Year2013
- Crawl space foundations can be designed and built to avoid moisture problems. In this article we provide a brief overview of crawl spaces with emphasis on the physics of moisture. We review trends that have been observed in the research literature and summarize cur-rent recommendations for moisture control in crawl spaces.AuthorsAnton TenWolde, Samuel V. GlassSourceWood Design Focus, Volume 23, Number 3, fall issue 2013; pp. 11-17.Year2013