... MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS BEHAVIOUR MODELLING RED SANDSTONE RUBBLE ASHLAR BRIDGEMILL STRATHMASHIE BARLIE SCOTLAND UK...

.... The effect of cracks in T-joints was found to be much more significant than similar cracks in Y- and YT-joints. Compressive axial brace loading showed no significant effect of the cracks on static strength. However, significant reductions were obtained under tensile axial loading and out-of-plane bending...

...M RAOOF; Z LIN © Thomas Telford and ICE 1997 LOUGHBOROUGH UNIVERSITY CONCRETE REINFORCED BEAMS STEEL MAIN EXPOSED CHARACTERISTICS STRUCTURAL STUDIES TESTS DAMAGED LOADING LOADS REINFORCEMENT TENSILE BONDS SUPPORTS SIMPLE STRENGTH LOSS COVER TENSION REMOVAL...

.... In particular, encouraging correlations are found between certain previously reported nonlinear results based on the finiteelement technique and the data from the present formulations as regards the behaviour of the cylinder in the Brazilian indirect test for estimating concrete tensile strength. Notation a, b...

..., 116,449-471. 282 © Thomas Telford and ICE 1996 CONCRETE USE INNOVATIVE ENGINEERS ARCHITECTS INNOVATION REINFORCED MATERIALS COMPOSITE STRESS TENSILE STRUCTURAL PLAIN DEVELOPMENT HISTORY BRIDGES LONG SPAN BUILDINGS TALL FREYSSINET EUROPE USA UNITED STATES ...

...F WALLEY © Thomas Telford and ICE 1996 OVE ARUP PRESTRESSING CONCRETE PRESTRESSED EARLY HISTORY MATERIALS PRETENSIONING POST TENSIONING CONSTRUCTION BUILDINGS STRUCTURES BRIDGES STEEL HIGH TENSILE WIRE REINFORCED PRETENSIONED STRESSING SYSTEMS DUCTS GROUTING...

...P B MORICE; H TOTTENHAM SOUTHAMPTON UNIVERSITY CONCRETE REINFORCED SHELLS DEVELOPMENT EARLY HISTORY SYSTEMS STRUCTURAL SPACES ENCLOSURE NON TENSILE RESISTANT MATERIALS TENSILE COMPRESSIVE STRENGTH THIN ROOFS STRESS MEMBRANES HYPERBOLIC PARABOLOIDS EDGES BEAMS DOMES...

... compressive or tensile force combined with bending moment in accordance with Eurocode 2 (EC2). A numerical analysis is used for the calculation of the forces and moments in the materials forming the section.The concrete compression zone is subdivided into a number of thin strip elements. The reinforcement...

... TENSILE STRESS LOADS CRACKS STRENGTHENING ANISOTROPIC REINFORCEMENT UPPER BOUNDS LOWER BOUNDS ULTIMATE CAPACITY MODES THEORY STRESS SHEAR FLEXURAL ONE WAY BONDING STRAIN BENDING SECTIONS CROSS SECTIONS Prediction of peeling failureof reinforced concrete beams with Proc. Instn Civ...

... TRANSVERSE PARALLEL BOX TUBES CONNECTIONS THEORY DESIGN CONCRETE CRUSHING MODELS TESTS STRENGTH MATERIALS CRACKING SPECIMENS REINFORCEMENT TENSILE Proc. Instn Civ. Engrs Structs & Bldgs. 1995, 110, May, 204-215 Structural and Blrilding Board Structures Panel Paper I0671 Written discussion...

... and principalstress ratios under various combinations of tensile and compressive biaxial loading states. Biaxial loading Major principal direction 3. For an elastic, homogeneous and iso- tropic material, the tangent stress-strain relation in principal space is Written discussion closes 25 April 2993 where E, and v...

... RESPONSES FLEXURAL CRACKS CRACKING STRESS BRICKS VARIABLES STEEL PRESTRESS FORCES TENSILE MASONRY THREE PHASE An experimental investigationof post-tensioned brickworkfin walls Y. Daou, BSc, MSCP, hD, and B. Hobbs, BSc, MICE Proc. Instn Ciu. Engrs Structs & Bldgs, 1992, 94, Nov., 429-438 Paper...

... LINE TENSILE PREDICTION MASONRY Lateral strengthof brickwork with openings Proc. Instn Civ. Engrs Structs & Bldgs, 1992,94, Nov., 397-402 The Paperpresents the resultsof an experimentalinvestigationwascarriedout on Written discussion experimental investigation into thebehav...