Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strength of bolted moment connections in ferrocement construction
AbstractIn continuation of an experimental investigation reported earlier by the authors on bolted moment joints in ferrocement construction, this study regards (1) further testing of ten such joints to broaden the range of the principal parameters – thickness of the connected ribs and location of bolts and (2) simple analytical modeling for design. Test results, as presented and discussed in this paper, indicate that the mode of failure of a joint depends on whether the applied moment is in the opening or closing mode. Under the closing mode, failure always occurs by shear punching of the bearing plates through the connected ribs. In contrast, failure in the opening mode occurs by bending failure of either the connected or the longitudinal rib. Based on observed failure modes, expressions have been derived for predicting the strength of such a joint. A comparison of theoretical predictions with present test results and those reported earlier shows good agreement.
Strength of bolted moment connections in ferrocement construction
AbstractIn continuation of an experimental investigation reported earlier by the authors on bolted moment joints in ferrocement construction, this study regards (1) further testing of ten such joints to broaden the range of the principal parameters – thickness of the connected ribs and location of bolts and (2) simple analytical modeling for design. Test results, as presented and discussed in this paper, indicate that the mode of failure of a joint depends on whether the applied moment is in the opening or closing mode. Under the closing mode, failure always occurs by shear punching of the bearing plates through the connected ribs. In contrast, failure in the opening mode occurs by bending failure of either the connected or the longitudinal rib. Based on observed failure modes, expressions have been derived for predicting the strength of such a joint. A comparison of theoretical predictions with present test results and those reported earlier shows good agreement.
Strength of bolted moment connections in ferrocement construction
Mansur, M.A. (Autor:in) / Tan, K.L. (Autor:in) / Naaman, A.E. (Autor:in)
Cement and Concrete Composites ; 32 ; 532-543
15.04.2010
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Strength of bolted moment connections in ferrocement construction
| Online Contents | 2010
High strength bolted moment connections
| Engineering Index Backfile | 1965
Strength of Bolted Joints in Ferrocement
| Online Contents | 1994
Strength of Bolted Joints in Ferrocement
| Online Contents | 1994
Strength of Bolted Joints in Ferrocement
| British Library Online Contents | 1994