| contributor author | Gustavo J. Parra-Montesinos | |
| contributor author | Praveen Chompreda | |
| date accessioned | 2017-05-08T21:00:09Z | |
| date available | 2017-05-08T21:00:09Z | |
| date copyright | March 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9445%282007%29133%3A3%28421%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35004 | |
| description abstract | The behavior of fiber-reinforced cement composite (FRCC) flexural members under large displacement reversals was experimentally evaluated. Emphasis was placed on estimating the displacement capacity and shear strength of members constructed with strain-hardening FRCC materials. Two types of fibers were used: Ultrahigh molecular weight polyethylene fibers and steel hooked fibers in volume fractions ranging between 1.0 and 2.0%. The primary experimental variables were: (1) fiber type and volume fraction; (2) type of cement-based matrix (concrete or mortar); (3) average shear stress demand at flexural yielding; and (4) shear resistance provided through hoops versus total shear demand. All specimens constructed with a strain-hardening FRCC, with or without web reinforcement, exhibited drift capacities of at least 4.0%. A shear stress level of | |
| publisher | American Society of Civil Engineers | |
| title | Deformation Capacity and Shear Strength of Fiber-Reinforced Cement Composite Flexural Members Subjected to Displacement Reversals | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2007)133:3(421) | |
| tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 003 | |
| contenttype | Fulltext | |
