A. Agbossou, F. Delhomme, J. P. Mougin, M. Mommessin, N. Henriet (2004). "Horizontal and Slanting Reinforced Concrete Slabs for Structurally Dissipating Rock-Shed: Experimental Analysis." In Proceedings of FraMCoS 5, Vail, Colorado, USA.
A. Agbossou, F. Delhomme, J. P. Mougin, M. Mommessin, N. Henriet. "Horizontal and Slanting Reinforced Concrete Slabs for Structurally Dissipating Rock-Shed: Experimental Analysis." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.
A. Agbossou, F. Delhomme, J. P. Mougin, M. Mommessin, N. Henriet, "Horizontal and Slanting Reinforced Concrete Slabs for Structurally Dissipating Rock-Shed: Experimental Analysis," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.
@inproceedings{a-agbossou2004,
title = {Horizontal and Slanting Reinforced Concrete Slabs for Structurally Dissipating Rock-Shed: Experimental Analysis},
author = {A. Agbossou, F. Delhomme, J. P. Mougin, M. Mommessin, N. Henriet},
year = {2004},
booktitle = {Proceedings of FraMCoS 5},
address = {Vail, Colorado, USA},
}
TY - CPAPER
TI - Horizontal and Slanting Reinforced Concrete Slabs for Structurally Dissipating Rock-Shed: Experimental Analysis
AU - A. Agbossou
AU - F. Delhomme
AU - J. P. Mougin
AU - M. Mommessin
AU - N. Henriet
PY - 2004
T2 - Proceedings of FraMCoS 5
CY - Vail, Colorado, USA
UR - https://framcos.org/wp-content/uploads/framcos-papers/Horizontal_and_Slanting_Reinforced_Concrete_Slabs_for_Structurally_Dissipating_R.pdf
AB - The aim of this paper is to (i) present a new concept of Structurally Dissipating Rock-shed (SDR), (ii) analyze experimental behavior of SDR-slabs under impact load. The analysis is done for two reinforced concrete slabs: a horizontal slab (12m x 4.8 m x 0.28m) and a slanting slab (8m x 4.8m x 0.28m) 3 that both represent reduced slabs (1/3 scale). The analysis (for rock fall energy about 135.10 joules) points out the main mechanisms of deformation and the effect of the sloping of SDR-slabs under impact load.
ER -
