Failure modes and serviceability of high strength self compacting concrete deep beams

The behaviour of deep beams is significantly different from shallow beams. In deep beams, the plane section does not remain plane after deformation. The main purpose of this study is to facilitate the prediction of deep beam failure related to tensile bar and web reinforcement percentage variations....

Penerangan Penuh

Disimpan dalam:
Butiran Bibliografi
Pengarang-pengarang Utama: Mohammadhassani, M., Jumaat, M.Z., Ashour, A., Jameel, M.
Format: Artikel
Diterbitkan: Engineering Failure Analysis 2011
Subjek-subjek:
Capaian Atas Talian:http://ac.els-cdn.com/S1350630711001993/1-s2.0-S1350630711001993-main.pdf?_tid=c1ef0d10-593a-11e2-8edc-00000aab0f26&acdnat=1357612147_ff6c3580ceae12200a484bb262ab6310
http://ac.els-cdn.com/S1350630711001993/1-s2.0-S1350630711001993-main.pdf?_tid=c1ef0d10-593a-11e2-8edc-00000aab0f26&acdnat=1357612147_ff6c3580ceae12200a484bb262ab6310
Penanda-penanda: Tambah Penanda
Tiada Penanda, Jadilah orang pertama menanda rekod ini!