A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stress–strain model for hollow concrete block masonry under uniaxial compression
Accurate evaluation of the stress–strain relationship of hollow concrete block masonry is essential for the detailed analysis and reliable design of hollow concrete block masonry structures. This paper presents the results of an investigation of the compressive stress–strain behavior of hollow concrete block masonry. Testing was carried out on 23 masonry wallettes constructed in the laboratory using four different block/mortar combinations. The failure mechanism and characteristics of stress–strain curves were studied. Simple relationships between the elastic modulus and corresponding compressive strength were identified. The mortar compressive strength, masonry compressive strength, and masonry elastic modulus were used to predict the peak strain. Finally, a new model for the stress–strain behavior of hollow concrete block masonry was developed and was found to yield predictions in good agreement with the experimental results and better than the predictions of other models.
Stress–strain model for hollow concrete block masonry under uniaxial compression
Accurate evaluation of the stress–strain relationship of hollow concrete block masonry is essential for the detailed analysis and reliable design of hollow concrete block masonry structures. This paper presents the results of an investigation of the compressive stress–strain behavior of hollow concrete block masonry. Testing was carried out on 23 masonry wallettes constructed in the laboratory using four different block/mortar combinations. The failure mechanism and characteristics of stress–strain curves were studied. Simple relationships between the elastic modulus and corresponding compressive strength were identified. The mortar compressive strength, masonry compressive strength, and masonry elastic modulus were used to predict the peak strain. Finally, a new model for the stress–strain behavior of hollow concrete block masonry was developed and was found to yield predictions in good agreement with the experimental results and better than the predictions of other models.
Stress–strain model for hollow concrete block masonry under uniaxial compression
Zhou, Qiang (author) / Wang, Fenglai / Zhu, Fei / Yang, Xu
2017
Article (Journal)
English
Stress–strain model for hollow concrete block masonry under uniaxial compression
| Online Contents | 2016
Stress–strain model for hollow concrete block masonry under uniaxial compression
| Springer Verlag | 2016
General stress-strain model for concrete or masonry response under uniaxial cyclic compression
| British Library Online Contents | 2002
Stress- Strain Relations for Hollow Concrete Masonry Under Cyclic Compression
| British Library Conference Proceedings | 1997
Stress-Strain Characteristics of Clay Brick Masonry under Uniaxial Compression
| Online Contents | 2007