03236nam a2200409 4500 20260818114025.0 220798 th eng .b10284837 AIT Thesis no.ST-92-10 Madayag, Arnel Cordero Flexural behavior of ferrocement-prestressed concrete composite beams Bangkok : Asian Institute of Technology, 1992 42, A-5, B-30 leaves Thesis ; no. ST-92-10 A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1992 A theoretical and experimental study was conducted to determine the flexural behavior of ferrocement-prestressed concrete composite beams. The theoretical model was tested by comparing theoretical values of the moment-curvature curve, load-deflection curve, camber, prestress loss, cracking moment and ultimate moment capacity with experimental results obtained from both ordinary prestressed concrete beams and ferrocement-prestressed concrete composite beams. The experimental test was conducted on three ordinary beams and six composite beams with the number of layers of wire mesh as the only varying parameter. The seismic resistance of the composite was also evaluated by compaiing its energy absorption capacity and stiffness degradation properties with that of ordinary prestressed beams. Results indicated that the theoretical model can well predict the flexural behavior and strength of the composite beams as well as the ordinary beams and that full composite action was attained up to failure. Results also showed that the increase in the number of layers of wire mesh in the ferrocement shell increases the strength and stiffness of the composite beams and a better cracking pattern can be observed. Furthe1more, tests showed that better seismic resistance is exhibited by the composite beams compared to ordinaiy beams. Ferrocement Concrete beams Pama, Ricardo P., Chairperson Maekawa, Koichi, Examination committee Pichai Nimityongskul, Examination Committee Asian Institute of Technology. Thesis ; no. ST-92-10 Full-Text http://203.159.5.9/ait-thesis/detail.php?qd=B16895 .b10284837 mnait s 240401 2 951012 m a s 0 mnait mnait mnarc 20 40 Barcode : 30050003065652 CREATED : 1995-10-14 RECORD # : i10352181 LPATRON : 1026936 LCHKIN : 2018-05-30 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 2 TOT CHKOUT : 4 TOT RENEW : 6 Barcode : 30050120689335 CREATED : 1995-10-14 RECORD # : i10352193 LPATRON : 1020081 LCHKIN : 2010-08-16 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 7 TOT RENEW : 14 Barcode : 30050160022348 CREATED : 2016-04-04 RECORD # : i12922754 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 45499 45499 0 0 0 0 MAIN MAIN mnait 2026-08-18 0 AIT Thesis no.ST-92-10 30050003065652 2026-08-18 11:40:25 1 2026-08-18 20 0 0 0 0 MAIN MAIN mnait 2026-08-18 0 AIT Thesis no.ST-92-10 30050120689335 2026-08-18 11:40:25 2 2026-08-18 20 0 0 0 0 MAIN MAIN mnarc 2026-08-18 0 AIT Thesis no.ST-92-10 30050160022348 2026-08-18 11:40:25 1 2026-08-18 40