炭素繊維メッシュ強化薄板モルタルの曲げ破壊荷重とたわみの算定に関する一考察

概要

論文の詳細を見る
An investigation presented is about applicability of assumptions and material properties used to predict behaviors of thin mortar reinforced with carbon fiber woven-mesh. Material properties are measured by mortar (50 mm diameter) and mesh (3 strands ; 250mm long) specimens. Assumptions to predict flexural strength and deflection are common to concrete reinforced with steel bar. And predictions are experimentally verified by bending specimens which have various thickness (from 9mm to 30mm) and reinforcement ratio. The result is ; Predictions of load-deflection relations are approximately accurate but fracture loads and deflections are smaller than experimented with ratio of 0.84 because of the considerable size effect of fracture strength.
社団法人日本建築学会の論文
1992-10-30