Categories: Masonry International, MI Journal Article, Volume 12
Author G.J.EDGELL CERAM Building Technology Abstract Bed joint reinforcement in designed applications may be used to enhance the wind load resistance of a panel or to provide support over an opening. Non-designed applications generally relate to crack control. Some...
Categories: Masonry International, MI Journal Article, Volume 12
Author ROBERTO CAPOZUCCA and ROBERTA MINNETTI I.S.T.C. University of Ancona Abstract This paper aims to evaluate the influence of cyclic loads on the structural response of brickwork prestressed beams. In fact the reliability of brickwork beams is tied to the...
Categories: Masonry International, MI Journal Article, Volume 12
Author PAULO B. LOURENCO*, JAN G. ROTS** and ROB VAN DER PLUIJM*** *University of Minho **Delft University of Technology ***Eindhoven University of Technology Abstract The lack of experimental data for the complete characterisation of the inelastic behaviour of...
Categories: Masonry International, MI Journal Article, Volume 12
Author W. SAMARASINGHE, S.J. LAWRENCE CSIRO Building, Construction & Engineering, Sydney and A.W. PAGE The University of Newcastle, NSW Abstract The bond wrench test, first developed in Australia, has become the preferred method of evaluating flexural tensile...
Categories: Masonry International, MI Journal Article, Volume 12
Author KLAVS FEILBERG HANSEN* ESA NYKANEN** and FINN R. GOTTFREDSEN* * Danish Building Research Institute ** VTT Building Technology, Espoo, Finland Abstract The results of 26 deformation controlled shear tests with one bed joint between two bricks at different levels...
Categories: Masonry International, MI Journal Article, Volume 12
Author N. DE VITIS* A.W. PAGE* and S.J. LAWRENCE** *The University of Newcastle, NSW **CSIRO-DBCE, North Ryde, NSW Abstract Masonry bond strength is one of the most important and fundamental parameters required for the design of unreinforced masonry structures. Bond...
Categories: Masonry International, MI Journal Article, Volume 12
Author J.J. BROOKS and B.H. ABU BAKER University of Leeds Abstract The factors influencing the moduli of elasticity of mortar, bricks and masonry are reviewed in the light of recent research findings and, after establishing modulus/strength relationships for mortar...
Categories: Masonry International, MI Journal Article, Volume 12
Author S.STOCKL*, K.BECKHAUS* and TH.FRITSCHE Technische Universitat Munchen Lehrstuhl fur Massivbau (*formerly) Abstract The E-modulus of mortar depends to a high degree on llie test method used for measuring it. Differences up to 1 : 10 for the same mortar are shown...
Categories: Masonry International, MI Journal Article, Volume 12
Author D.W. HOBBS British Cement Association Abstract The results of a test programme to investigate the durability performance of building mortars are described. The binders tested were Portland cement, Portland cement and lime, masonry cement which incorporates an...
Categories: Masonry International, MI Journal Article, Volume 12
Author A.J.BELL, M.E.PHIPPS and I.MERCER UMIST Abstract The paper presents results from creep tests on five sub-frames made up from brick or concrete block masonry walls and concrete slabs and compares these results with those from eccentrically loaded walls in the...
Categories: Masonry International, MI Journal Article, Volume 12
Author MARK C.PHILLIPSON and ALASTAFR W.STUPART BRE Scottish Laboratory Abstract The surface temperatures of sample bricks have been monitored to identify the temperature at which latent heat effects occur, these being indicators of ice formation within the material....
