by US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, NTIS [distributor in Hanover, NH, Springfield, VA .
Written in English
|Statement||Stephen A. Ketcham ; prepared for Office of the Chief of Engineers.|
|Series||CRREL report -- 96-10.|
|Contributions||United States. Army. Office of the Chief of Engineers., Cold Regions Research and Engineering Laboratory (U.S.)|
|The Physical Object|
|Pagination||iii, 12 p. :|
|Number of Pages||12|
Structural Mechanics Solutions for Butt Joint Seals in Cold Climates. Published Date: together with simple structural mechanics solutions for the load vs. deflection behavior of rubber in the configuration of rectangular shaped joint seals, allow these dependencies to be modeled, and form the basis of a practical analysis Cited by: 2. Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions. Structural Mechanics Solutions for Butt Joint Seals in Cold Climates. together with simple structural mechanics solutions for the load vs. deflection behavior of rubber in the configuration of. The main contribution of this work is in finding a closed-form solution for the sealing pressure distribution along the axial direction of the elastomer as a function of compression ratio, seal.
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Structural Mechanics Solutions for Butt Joint Seals in Cold Climates: Figure 2. (a) Original butt joint seal configuration: CR96_10 the structural design of rubber materials subjected. 10 7. of such information for the selection of cold cli-other solutions described here for a block in a. mate joint . The book is intended to provide a comprehensive source of information on bolted and riveted structural joints as well as an explanation of their behavior under various load conditions. Design recommendations are provided for both allowable stress design and load factor design. In both cases, major consideration is given to the fundamental. Compression Seal Calculator. If you aren’t sure what size seal you need, simply select your joint opening at mid-temperature (50˚ F) and we will determine the best seal for your application. Notes: Do not install compression seal at the maximum joint width opening if the joint is expected to open any further than this amount over time. To. By definition a cold joint is a point of connection between two pours of concrete in a slab. This can occur in large concrete projects where early parts of the project are already partially set when connecting portions of the slab are poured with fresh mixed concrete. According to the website toolbase.