Behaviour of plain and steel-fibre-reinforced high-strength concrete under uniaxial and biaxial compression
作者： D. H. Lim , E. G. Nawy
DOI: 10.1680/MACR.2005.57.10.603
关键词: Deformation (engineering) 、 Fissure 、 High strength concrete 、 Materials science 、 Compression (physics) 、 Steel fibre 、 Structural engineering 、 Composite material 、 Uniaxial compression 、 Fiber-reinforced concrete 、 Strength of materials 、 General Materials Science 、 Civil and Structural Engineering 、 Building and Construction
摘要: … Four principal compression ratios (σ 2 /σ 1 = 0·00, 0·50, 0·… fibre-reinforced concrete mainly focused their attention on the uniaxial compressive strength, flexural strength, tensile strength …
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