An explicit finite element modelling method for masonry walls under out-of-plane loading
•An explicit finite element method is presented for out-of-plane loaded wall structures.•Homogenised masonry properties are successfully incorporated into shell elements.•Predicted out-of-plane response of walls agree well with experimental results.•Solid and perforated walls of varied aspect ratios...
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| Published in | Engineering structures Vol. 113; pp. 103 - 120 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
15.04.2016
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0141-0296 1873-7323 |
| DOI | 10.1016/j.engstruct.2016.01.026 |
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| Abstract | •An explicit finite element method is presented for out-of-plane loaded wall structures.•Homogenised masonry properties are successfully incorporated into shell elements.•Predicted out-of-plane response of walls agree well with experimental results.•Solid and perforated walls of varied aspect ratios, supports and pre-compression examined.•Sensitivity of key parameters of walls to its ductility and failure is reported.
An explicit finite element modelling method is formulated using a layered shell element to examine the behaviour of masonry walls subject to out-of-plane loading. Masonry is modelled as a homogenised material with distinct directional properties that are calibrated from datasets of a “C” shaped wall tested under pressure loading applied to its web. The predictions of the layered shell model have been validated using several out-of-plane experimental datasets reported in the literature. Profound influence of support conditions, aspect ratio, pre-compression and opening to the strength and ductility of masonry walls is exhibited from the sensitivity analyses performed using the model. |
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| AbstractList | •An explicit finite element method is presented for out-of-plane loaded wall structures.•Homogenised masonry properties are successfully incorporated into shell elements.•Predicted out-of-plane response of walls agree well with experimental results.•Solid and perforated walls of varied aspect ratios, supports and pre-compression examined.•Sensitivity of key parameters of walls to its ductility and failure is reported.
An explicit finite element modelling method is formulated using a layered shell element to examine the behaviour of masonry walls subject to out-of-plane loading. Masonry is modelled as a homogenised material with distinct directional properties that are calibrated from datasets of a “C” shaped wall tested under pressure loading applied to its web. The predictions of the layered shell model have been validated using several out-of-plane experimental datasets reported in the literature. Profound influence of support conditions, aspect ratio, pre-compression and opening to the strength and ductility of masonry walls is exhibited from the sensitivity analyses performed using the model. |
| Author | Dhanasekar, Manicka Thambiratnam, David P. Noor-E-Khuda, Sarkar |
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| Title | An explicit finite element modelling method for masonry walls under out-of-plane loading |
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