| 000 | 03067nam a2200433 4500 | ||
|---|---|---|---|
| 005 | 20260817171239.0 | ||
| 008 | 230798 th eng | ||
| 035 | _a.b10110069 | ||
| 099 | 9 | _aAIT Thesis no.ST-91-07 | |
| 100 | 1 | _aHossain, Mahmood | |
| 245 | 1 | 0 | _aBehaviour of reinforced concrete-ferrocement composites |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1991 |
||
| 300 | _a85 p. | ||
| 490 | 1 |
_aThesis ; _vno. ST-91-07 |
|
| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1991 | ||
| 520 | _aThe flexural behaviour of six composite beams made of low strength concrete and encased in U-shaped ferrocement forms made of high strength mortar reinforced with square welded wire mesh, were compared with two reference beams by conducting flexural tests under two symmetrical point loads, in simply supported conditions. This study deals with an experimental and analytical investigation of the ultimate moment capacity, first cracking moment, ultimate shear load capacity and deformational behaviours of these beams. The only variable parameter of this study was the number of layers of wire mesh used in the fer rocement form. The scope was to determine the effect of the wire mesh and the skeletal steel bars as flexural reinforcement and shear force reinforcement. In computing the ultimate moment capacities of the composite beams, conventional reinforced concrete theory was used. The test results are in good agreement with the calculated moments, shears and deformations. They also show that the wire mesh is fully effective and a full composite action between the ferrocement form and the core concrete is attained up to failure load. | ||
| 650 | 0 | _aFerrocement | |
| 650 | 0 | _aComposite construction | |
| 700 | 1 |
_aPama, Ricardo P., _eChairperson |
|
| 700 | 1 |
_aOgunlana, Stephen O., _eExamination Committee |
|
| 700 | 0 |
_aPichai Nimityongskul, _eExamination Committee |
|
| 710 | 2 |
_aDAAD, _eScholarship Donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-91-07 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B17700 |
||
| 907 |
_a.b10110069 _bmnait _cs |
||
| 902 | _a240411 | ||
| 998 |
_b2 _c951012 _dm _ea _fs _g0 |
||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 945 | _lmnait | ||
| 942 | _c22 | ||
| 942 | _c40 | ||
| 942 | _c20 | ||
| 909 |
_aBarcode : 30050120378897 _bCREATED : 2014-02-04 _cRECORD # : i12786354 _dLPATRON : 1026588 _eLCHKIN : 2017-04-22 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 1 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050160022652 _bCREATED : 2016-04-04 _cRECORD # : i12922110 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050120986624 _bCREATED : 2020-06-18 _cRECORD # : i13275793 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c11480 _d11480 |
||