000			01597aab a2200241 4500
008			240604b20042004|||qr||| |||| 00| 0 eng d
022			_a1598-8198
100			_aMatej Fischinger _9882226
100			_aTatjana Isakovic _9882227
100			_aPeter Kante _9882228
245			_aModelling Time-Dependent Cracking In Reinforced Concrete Using Bond-Slip Interface Elements
300			_a151-168 p.
520			_aA two-dimensional nonlinear finite element model is developed to simulate time-dependent cracking of reinforced concrete members under service loads. To predict localized cracking, the crack band model is employed to model individual crack opening. In conjunction with the crack band model, a bond-interface element is used to model the slip between concrete and reinforcing steel permitting large slip displacements between the concrete element nodes and the steel truss element nodes at crack openings. The time-dependent effects of concrete creep and shrinkage are incorporated into the smeared crack model as inelastic pre-strains in an iterative solution procedure. Two test examples are shown to verify the finite element model with good agreement between the model and the observed test results.
650			_aConcrete _93869
650			_aCracking _9169262
650			_aCreep _9105498
650			_aShrinkage _9170102
650			_aTime _996758
650			_aFinite Element _9169884
773	0		_x15988198 _tComputers and Concrete: An International Journal _dDaejeon, Korea : Techno Press
856			_uDOI: 10.12989/cac.2004.1.2.151
942			_2ddc _n0 _cART _o14993 _pMr. Muhammad Rafique Al Haj Rajab Ali (Late)
999			_c815233 _d815233