..., the true nature of the stresses beneath concentrated bearings, revealing the cause of cracks that we have observed in actual walls. Also, this Paper is further evidence in the growing body of knowledge on the modeof failure of brittle materials, strong in compression but weak in tension. The belief in some...

... STRENGTHENING CHAINS MANAGEMENT FATIGUE FRACTURE BRITTLE CLIFTON BRISTOL AVON UK Proc. Instn Ciu. Engrs, Part 1,1988,84, Apr., 291-308 9216 STRUCTGURROAULPENGINEERING Operation and maintenance of the Clifton Suspension Bridge D. MITCHELL-BAKER, MICE* M. S . G. CULLIMORE, BSc, PhD...

...MSG CULLIMORE; PJ MASON © Thomas Telford and ICE 1988 HOWARD HUMPHREYS & PARTNERS BRIDGES SUSPENSION STRESS FATIGUE STRUCTURES RISKS APPRAISAL CRACKS BRITTLE FATIGUE RODS GIRDERS LOADS SAFETY RESIDUAL COMPRESSIVE ENDURANCE TOUGHNESS EYES WIND CLIFTON...

... REINFORCEMENT LAYERS BRITTLE FLAT PLATES YIELD STRESS Proc. Znstn Ciu. Engrs, Part 1,1988,84F,eb., 149-156 9134 DISSCTURSUESNCIOTGUNINREAELRING GROUP Predicting the punchingstrength of conventional slab-column specimens G. I. B. Rankin and A. E. Long D r Rankin and Professor Long In this Paper a method...

... or almostfull-width connections. This kind ofjoinits rather simple to manufacture. 12. One side haunch connections are at least as effective as theflangeplate connections, but for the full-width connections they are better. Such joints are much more resistant to brittle behaviour. However, the manufacturing...

...SK NIYOGI; AP CHAWLA Proc. Instn Ciu. Engrs, Part 2,1982, 73,Mar.,199-206 TN318 Fibrereinforcedconcrete short columns under uniaxially eccentric loads S. K. NIYOGI, BE, PhD, MIE* A. P. CHAWLA, M Tacht Fibre addition offersa simple yet satisfactory means of reinforcing brittle materials...

... TESTS TENSILE ERECTION FORCES MEMBERS CAPACITY BUCKLING MODIFICATION SAFETY LAYERS PROGRAMS COMPRESSION BEHAVIOUR TRUSSES COLLAPSE YIELD PROCEDURE MEASUREMENT DEFLECTION PREMATURE ELASTIC JOINTS MARGIN CHORDS BRITTLE ELEMENTS Proc. Insrn Ciu. Engrs, Part 2,-1980, 69, Mar...

...DW SMITH © Thomas Telford and ICE 1976 DUNDEE UNIVERSITY MOTT HAY AND ANDERSON BRIDGES TEMPORARY STEEL BRITTLE FATIGUE FAILURES I SECTIONS SECTIONS BOX FRACTURE STRESS WIND SUPPORTS GIRDERS CORROSION FLOODS ROADS 60.Proc. Instn Ciu. Engrs, Part 1, 1976, Aug., 367...

... STEEL LANES TRAFFIC CARRIAGEWAYS THREE LANE SPANS TRUSSES CRANES METHODS CALCULATIONS PROTECTION BRITTLE FRACTURE SAFETY NETS RIVERS PIERS APPROACHES RIVETS RIVETING SITES JOINTS COFFERDAMS CONSTRUCTION STIFFNESS WIND VIBRATIONS SUSPENDERS FORCES LATTICE GIRDERS...

.... Brittle fracture. If suchafailuredidoccur it would be so rapid that forewarning could not be expected, and it could lead to the complete and almost instantaneousdestruction of the vessel. Because of these characteristics considerable attention has been given to this phenomenon and to its avoidance...

...JC CHAPMAN; J SLATFORD; JBB OWEN DISCUSSION 181 Paper No. 6147 The elastic buckling of brittle columns? by John Clifford Chapman, Ph.D., B.Sc.(Eng A.M.I.C.E. and Jean Slatford,B.A. Discussion The following contributions were received in writing. Professor J. B. B. Owen (Professor of Civil...

...J C CHAPMAN; J SLATFORD; EULER UHAPMAN AND SLATFORD ONELASTICBUUKLING OF BRITTLE UOLUMNS 107 Paper No. 6147 THE ELASTICBUCKLZNG OF BRITTLECOLUMNS bY * John W o r d Chapman, Ph.D., B.Sc.(Eng A.M.I.C.E., and Jean Slatford, B.A. (Ordered by the Council to be published with w i t t e n discu&m...