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1-11 of 11
Keywords: STUDS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 679–704.
Published: 01 December 1991
... diameter of shank of stud connector E Young's modulus ofelasticity F longitudinal force f';f strength of a material; function h depth of member or component k factor for strengtohf shear connector in profiled sheeting L span of beam; for two spansL, , 2 L , M bending moment N number of shear connectors...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (1): 189–192.
Published: 01 March 1988
...RA GRACE; JM ANDRES; EKS LEE; W LESZCZYSZYN; PJD NEVILLE-JONES © Thomas Telford and ICE 1988 PIPES PIPELINES OCEANS WAVES SHALLOW RIGID DESIGN CONSTRUCTION EQUATIONS ANALYSIS SUBMARINE TESTS RESEARCH STUDS SAFETY FLOW ANGLES Proc. Instn Ciu. Engrs, Part 2,1988,85, Mar...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (4): 647–657.
Published: 01 December 1986
...DJ OEHLERS; WM SINGLETON © Thomas Telford and ICE 1986 UNIVERSITY COLLEGE CORK SIMULATION COMPOSITE BEAMS TESTS FATIGUE LOADS COMPUTERS MODELS EXPERIMENTS RESEARCH SUPPORTS BEHAVIOUR CYCLIC STUDS CONNECTIONS CONNECTORS SLIP SHEAR FLOW LIFE METHODS ANALYSIS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 79 (2): 349–364.
Published: 01 June 1985
...DJ OEHLERS; L FOLEY Proc. InstnCiu. Engrs, Part 2,1985,79, June, 349-364 PAPER 8890 STERNUGCINTEUERRAINLG The fatigue strength of stud shear connections incomposite beams D. J. OEHLERS, PhD,MSc, MICE* L. FOLEY, BE, MEngSct GROUP Analyses of 129 push tests, which include eleven new push testsa,nd...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 75 (3): 567–568.
Published: 01 September 1983
... on somoef the detailed observations. 128. In 5 lqd) it is stated that theheight and transverse spacingof studs are of little significance. Presumably this is because of the compression between the stud and the steel flange later noted in the Paper. However, before the ultimate limit state of some beams...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 75 (2): 359–360.
Published: 01 June 1983
...V KRISTEK; J STUDNICKA; DS PRAKASH RAO © Thomas Telford and ICE 1983 ANALYSIS COMPOSITE GIRDERS CONNECTORS STRESS DEFORMATION STUDS SHEAR FLEXIBLE BEHAVIOUR BEAMS ACTION CONCRETE DECKS WIDTH LOADS Proc. Instn Ciu.Engrs, Part 2,1983,75, June, 359-360 DISCUSSION O N...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (1): 147–170.
Published: 01 March 1982
... DATA CALIBRATION IN SITU PRECAST T BEAMS POCKETS STUDS CONNECTORS FAILURES LONGITUDINAL FLOORS SYSTEMS TALL FINITE ELEMENTS CAR PARKS PARKING CARS SPACING COMPUTERS PROGRAMS BEARING CONCRETE PARTIAL ULTIMATE EQUATIONS REINFORCEMENT PAIRS SIMPLIFIED BEAMS FAILURES BARS U...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (4): 989–1021.
Published: 01 December 1981
...RP JOHNSON; DJ OEHLERS; BS 5400 © Thomas Telford and ICE 1981 WARWICK UNIVERSITY UNIVERSITY COLLEGE CORK ANALYSIS DESIGN LONGITUDINAL SHEAR COMPOSITE T BEAMS RESEARCH PUSH TESTS STUDS BEAMS MODES FAILURES SHANK STUDIES PARAMETRIC LOADS PREDICTION METHODS SPLITTING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1972) 51 (2): 319–335.
Published: 01 February 1972
...DR PLUM © Thomas Telford and ICE 1972 MANCHESTER UNIVERSITY STRENGTH CONSTRUCTION SHEAR BEARING SIMULATION ULTIMATE STRIP CRACKS STUDS STEELWORK CONNECTORS STRESS SPECIMENS FAILURES DOWELS PATTERNS COMPOSITE CONCRETE LOADS TESTS PREDICTION RUPTURES BEARING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 47 (1): 43–54.
Published: 01 September 1970
...R TAYLOR; DR PLUM; AG PAPASOZOMENOS © Thomas Telford and ICE 1970 MACHESTER UNIVERSITY INVESTIGATIONS HAUNCHES TESTS STUDS CONNECTORS USE COMPOSITE BEAMS CAPACITY DEEP CONSTRUCTION PUSH OFF SHEAR 7318 Investigation on the use of deep haunches in composite construction...
Journal Articles
P R BARNARD, R P JOHNSON, J C H FINLINSON, J HEYMAN, K VAN DALEN, A R KEMP, R J MAINSTONE, J C CHAPMAN, C DAVIES, R H WOOD, O A KERENSKY, J B MENZIES, T J UPSTONE, A N PROCTER, L G JOHNSON, CP 117
Proceedings of the Institution of Civil Engineers (1966) 34 (4): 562–587.
Published: 01 August 1966
... in a continuous beam, bore againsta rigid support which extended across the full width of the concrete slab. Stud shear connectors were evenly spaced along thelength of the beam anwdere designed at 75% of the capacity used for similar connectors in regions of sagging moment. * Proc. Znstn ciu. Engrs, 1965,32 (Oct...
