...W T MARSHALL; C N HOO © Thomas Telford and ICE 1951 EXPERIMENTAL INVESTIGATIONS STRESS ANGLES BRACKETS EXPERIMENTS BOLTS MEASUREMENT STRAIN GAUGES APPARATUS INSTRUMENTATION PHOTOELASTIC METHODS TECHNIQUES FROZEN PLATES T SECTIONS SECTIONS DISTRIBUTION BENDING MOMENTS...

...ALL BAKER; J E WARDROPPER; G KILNER; H J COWAN; R KANJANAVANIT; F J SAMUELY STRUCTURAL RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN BONDS BEAMS BONDED NON BONDED HIGH TENSILE STEEL HINGES ULTIMATE STRENGTH PORTAL STRESS STRAIN © Thomas Telford and ICE 1951...

.... The Author has attempted to avoid the use of complex mathematical methods by assuming that all bending strains have linear distribution. The neutral axis of members subject to bending is located by the ultimate strains at the extremities of the section for non-sustained load, and safe limiting values...

...-stressedShellRoofs loadedto Destruction. Ph.D. Thesis (in course of preparation). 14. M. A. H. Gouda, Distribution of Stresses in Ordinary Shell Roofs loaded to Destruction. Ph.D. Thesis (in course of preparation). 15. R. D. Binns and H. S. Mygind, The use of elebtrical resistance strain gauges, and the effect...

... with the intermediate piers referred to above. The strains andstresses developed in a freely supported pipe, caused bp pressure and temperature changes, are f i s t examined and a study is then made of the additional stresses induced when the pipe is constrained. Since the material should not be stressed above...

... STRAIN GAUGES ORGANISATION FILTON BRISTOL UK 240 DISCUSSION ON THE BRABAZON ASSEMBLY HALL AT FILTON. AUTHOR S REPLY TO DISCUSSION ON A PAPERPUBLISHED IN MARCH 1949 JOURNAL. Paper No. 5709. The Brabazon Assembly Hall at Filton. 1 By CECIL BRIANHUGECOLQUHOTJNB, .Sc. (Eng M.I.C.E...

... . . . . . . . . . . . . . . . . . . . . 486 .Methods of testing . . . Bouncing-ball experiments .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 487 493 .Tests in which the yield-point is passed . . . . . . . . . . . 496 Rate of strain . . . . . . . . . . . . . . . . . . . 499 Impact at very high speeds . . . . . . . . . . . . . . . 502 Stress...

...E K FRANKL © Thomas Telford and ICE 1944 RESISTANCE TWISTED BRISTISH STANDARDS REINFORCED BARS TORSION STANDARDS STRAIN ENERGY TESTS STEEL SHOCKS RESISTANCE 86 FRANKL ON THE RESILIENCE Paper No. 5441. The Resilience of Twisted Reinforcing Barn By E. K. PRANKLM,.A. (Ordered...

...C S CHETTOE; N DAVEY; G R MITCHELL © Thomas Telford and ICE 1944 STRENGTH CAST IRON GIRDERS BRIDGES STRUCTURAL METHODS ESTIMATES TESTS LOADS STRAIN GAUGES DEFLECTOMETERS LABORATORIES DEFLECTION COMPOSITE BEAMS THEORY STRESS STATIC LOADING DYNAMICS FATIGUE HISTORY...

... METHODS STRESS RECORDING LOADS RAILWAYS CAPACITY CARRYING STRAIN TESTS FATIGUE CHESTER BRIDGE UK 292 CHETTOE, DAVEY, AND MITCHELL ON ACKNOWLEDGEMENTS. This Paper is submitted with the permission of the Director of Building Research and the Ministry of War Transport. The Authors...

...C E REYNOLDS STEEL HIGH YIELD STRESS COLUMNS BEAMS REINFORCEMENT BEHAVIOUR CONCRETE ECONOMICS STRENGTH PROPERTIES STRAIN HARDNESS TWISTING BONDS TESTS WORKING COMPRESSION DESIGN © Thomas Telford and ICE 1944 OF JETTIES IN EXPOSED ROADSTEADS. 227 points where there may...

...R H EVANS; K HAJNAL KONYI; V P JENSEN; C S WHITNEY; L J MENSCH © Thomas Telford and ICE 1943 PLASTIC THEORY STRENGTH ULTIMATE REINFORCED CONCRETE BEAMS PLASTIC TESTS EXPERIMENTS BIBLIOGRAPHY STRAIN DISTRIBUTION STRESS 98 EVANOSN THPELASTTICHEORIEFSOTRHUELTIMATE Paper...

...R H EVANS; K W MAUTNER WIRE BARS REINFORCEMENT PRESTRESSED CONCRETE BEAMS STRESS TENSILE ALLOYS STEEL STRAIN SURFACE SAFETY VERTICAL CRACKING STRENGTH CONCRETE LABAORATORY STUDY OF LONDON CLAY. 501 tbe made. A Paper on the subject had been presented to The Institution...

... and tension reinforcement by means of a subsidiary straining-block and knife-edges. I n the wirebeams, the compression reinforcement consisted of thirteen wires, with a total crosssectional area of0.0654 square inch, and the tensionreinforcement of forty-four wires, with a total area of 0-221 square inch; 76...

...W F CASSIE © Thomas Telford and ICE 1939 CONCRETE FATIGUE VIBRATIONS STRUCTURES LOADING STRESS FAILURES STRENGTH STATIC STRAIN DEFORMATION MATERIALS EXPERIMENTS CRACKS BEAMS SHRINKAGE SLABS STEEL YIELD CURING CASSIEONTHEFATIGUEOFCONCRETE. 165 Paper No. 5200...

..., and the depth of the rib 9 inches at the springings and 6 inches at the crown. The hinges on the two-hinged and three-hinged arches were made in the form of steel knife-edges, whilst the springings were formed of cast-iron blocks supported on rollers and joined by atie-rod, the strain in the latter being...

...C BATHO; S D LASH; R H H KIRKHAM © Thomas Telford and ICE 1939 BEAMS COMPOSITE PROPERTIES JOISTS STEEL CONCRETE LOADING DIRECT SUSTAINED TESTING STRESS CALCULATIONS EXPERIMENTS SECTIONS STRAIN DISTRIBUTION MOMENTS DEFLECTION CRACKS SURFACE FAILURES TENSILE TEMPERATURE...

... that typoef bridge. &fr. Touche. Mr. J. N. D. LA TOUCHnEoted that the bases which had been used for the strain-gauges employed in theexperiments had been 20 inches and 10 inches. He suggested that a base measuring E/1,000 in inches would be preferable, as an extension or contraction of 0.001 inch thenmeant...

... SPANS TRUSSES WEBS STRAIN GAUGES MEMBERS LIVE DEAD DEFLECTION CAMBER CHORDS NO LOAD FLANGES REDUCTION EFFECT FRAMES NON REDUNDANT REDUNDANT HANGERS WELDED JOINTS FLOORS SYSTEMS MODELS CALIBRATION PRESTRESSED NERBUDDA NERBUDDA BRIDGE BROACH INDIA ASIA NICHOLS...

...J F BAKER © Thomas Telford and ICE 1936 RATIONAL DESIGN STEEL BUILDING FRAMES METHODS TESTS BEHAVIOUR CONNECTIONS EFFECT WIND LOADS APPLICATIONS CODES PRACTICE MAIHAK EXTENSOMETERS INSTRUMENTATION EXPERIMENTS STRAIN GAUGES BENDING MOMENTS BUILDINGS STRUCTURES...