Flexural behaviour of strengthened reinforced concrete beams

被引：17
|
作者：
Souza, RHF [1 ]
Appleton, J
机构：
[1] Univ Fed Fluminense, BR-24220000 Niteroi, RJ, Brazil
[2] Univ Tecn Lisbon, P-1100 Lisbon, Portugal
来源：
MATERIALS AND STRUCTURES | 1997年 / 30卷 / 197期
关键词：
Flexural Strength; Crack Width; Reinforce Concrete Beam; Longitudinal Reinforcement; Repair Material;
D O I：
10.1007/BF02486387
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A large experimental research programme has investigated the flexural strength of simply supported reinforced concrete beams. The beams were first damaged so that they could be strengthened by means of jackets (cast-in-place shotcrete or pre-packed special mortar plus additional new reinforcement). This paper analyses the flexural strength of these beams. The behaviour in service and ultimate state as well as the bond characteristics are studied.
引用
收藏
页码：154 / 159
页数：6
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