000			02510nam a2200349Mi 4500
005			20250918192416.0
008			130812s2011 ne a oi 000 0 eng d
020			_a9789400748354 _cRM433.78
020			_a9400748353
039		9	_a201402051436 _bbaiti _c201401211647 _dbaiti _c201401061257 _drahah _y08-12-2013 _zrahah
040			_aNLGGC _efobidrtb _bdut _cNLGGC _dOCLCO _dUKM
090			_aTA438.S773 3
090			_aTA438 _b.S773 3
245	0	0	_aStrain hardening cement composites: structural design and performance _h[elektronische middelen] : _bstate-of-the-art report of the RILEM Technical Committee 208-HFC, SC3 / _cKeitetsu Rokugo and Tetsushi Kanda, editors.
260			_aDordrecht : _bSpringer, _c2011.
300			_a1 online resource (1 v.) _bill. _c24cm.
504			_aWith bibliogr. and index.
520	0		_aStrain Hardening Cement Composites, SHCC hereafter, demonstrate excellent mechanical behavior showing tensile strain hardening and multiple fine cracks. This strain hardening behavior improves the durability of concrete structures employing SHCC and the multiple fine cracks enhance structural performance. Reliable tensile performance of SHCC enables us to design structures explicitly accounting for SHCC's tensile properties. Reinforced SHCC elements (R/SHCC) indicate large energy absorbing performance under large seismic excitation. Against various types of loads, R/SHCC elements can be designed by superimposing re-bar performance and SHCC's tensile performance. This report focuses on flexural design, shear design, FE modeling and anti-seismic design of R/SHCC elements as well as application examples. Establishing design methods for new materials usually leads to exploring application areas and this trend should be demonstrated by collecting actual application examples of SHCC in structures.
650		0	_aCement composites _xMechanical properties.
650		0	_aStrain hardening.
650		0	_aReinforced concrete.
700	1		_aRokugo, Keitetsu.
700	1		_aKanda, Tetsushi.
907			_a.b15699225 _b2019-11-12 _c2019-11-12
942			_c01 _n0 _kTA438.S773 3
914			_avtls003536888
990			_abaiti
991			_aFakulti Kejuruteraan dan Alam Bina
998			_al _b2013-12-08 _cm _da _feng _gne _y0 _z.b15699225
999			_c552529 _d552529