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The effect of synthetic polyehylene fiber on the strain hardening behavior of engineered cementitious composite (ECC)
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Habis terjual
SKU
105003800000513
Kode Buku
:
Nama Pengarang
:
Shwan H. Said , Hashim Abdul Razak
Nama Penerbit
:
Elsevier Ltd.
Tahun Terbit
:
July 2015
Jenis Buku
:
Buku Elektronik
This research investigated the effects of polyethylene (PE) fibers on the toughness and compressive and flexural strengths of engineered cementitious composite (ECC) cubes and slabs. In particular, this study discussed the reinforcing index (R.I.) as the main parameter. Tests were conducted in direct tension to evaluate the strainhardening behavior of ECC with different PE fiber contents. Flexural toughness was also assessed following the ASTM C1018 procedure and post-cracking strength technique (PCSm).
This research investigated the effects of polyethylene (PE) fibers on the toughness and compressive and flexural strengths of engineered cementitious composite (ECC) cubes and slabs. In particular, this study discussed the reinforcing index (R.I.) as the main parameter. Tests were conducted in direct tension to evaluate the strainhardening behavior of ECC with different PE fiber contents. Flexural toughness was also assessed following the ASTM C1018 procedure and post-cracking strength technique (PCSm).
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