Results 281 to 290 of about 1,378,738 (338)

Direct Tension Pullout Bond Test: Experimental Results

Journal of Structural Engineering, 2010
Results from 50 bond tests conducted using the so-called direct tension pullout specimen type are presented. Anchorages of steel bars with machined deformations were tested so as to enable a targeted study of the effect of rib height and related rib area on bond behavior; tests were conducted with or without the combined presence of external ...
Tastani, S. P.   +3 more
openaire   +4 more sources

Bolt Tension Control with a Direct Tension Indicator

Engineering Journal, 1973
Achieving the minimum required bolt tension in a high strength bolted friction-type joint is a primary factor, since the slip resistance of the joint is dependent on the bolt tension. Current specifications require that high strength structural bolts be tightened to at least 70 percent of the minimum required tensile strength.
John H.A. Struik   +2 more
openaire   +1 more source

Effects of tension direction on strength of tendon repair

The Journal of Hand Surgery, 2001
We investigated changes of tensile strength in tendon repair according to tension direction. Thirty-six fresh-frozen digital flexor tendons were divided into 4 groups with 9 tendons each. The tendons were repaired by the modified Kessler method. Sutured tendons were pulled against pulleys at angles of 0 degrees, 30 degrees, 60 degrees, and 90 degrees ...
J B, Tang, Y, Cao, R G, Xie
openaire   +2 more sources

Direct Tension Indicators

Practice Periodical on Structural Design and Construction, 2002
Direct tension indicators have been in use for several years and a brief refresher on their application would be useful to those who may be unfamiliar with them. This is the start of our seventh year and I truly believe that our readers need to become more enthusiastic about writing short articles relating “real world” experiences to their colleagues ...
openaire   +1 more source

Dynamic properties of concrete in direct tension

Cement and Concrete Research, 2006
Abstract An experimental study on the strain-rate dependent behavior of concrete in tension was carried out by means of a servo-hydraulic testing machine. The specimens were made in dumbbell shape and the tested strain rate ranged from 10 − 5 /s to 10 − 0.3 /s.
Dongming Yan, Gao Lin
openaire   +1 more source

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