Thermal stressing of plain and prestressed masonry diaphragm walls
Diaphragm walls constitute a structurally efficient form of masonry. The effects of the large cross-wall temperature differentials which can develop during winter need to be examined. Finite element models of diaphragm walls were analysed to determine if thermal stresses could potentially cause structural distress. For validation, model walls were subjected to flexural loading and the results were compared with those from experimental tests on similar walls. Good agreement was found. Therefore, thermal analyses were performed. It was found that the resulting stresses were heavily dependent on the structural boundary conditions, but indicated the potential of cracking. Series of 2 and 3 m high walls were therefore constructed and subjected to thermal loading. The walls were subjected to different boundary conditions. The 3 m high walls were tested both plain and prestressed. None of the walls cracked as a result of the thermal loading. A simple method is presented for estimating the change in prestress force due to the temperature change in the wall. Key words: masonry, diaphragm walls, cavity walls, thermal tests, post-tensioning finite element modelling.