| contributor author | Edward A. Schauffert | |
| contributor author | Gianluca Cusatis | |
| contributor author | Daniele Pelessone | |
| contributor author | James L. O’Daniel | |
| contributor author | James T. Baylot | |
| date accessioned | 2017-05-08T21:43:49Z | |
| date available | 2017-05-08T21:43:49Z | |
| date copyright | July 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000401.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60868 | |
| description abstract | In Part I of this two-part study, a theory is provided for the extension of the lattice discrete particle model (LDPM) to include fiber reinforcing capability. The resulting model, LDPM-F, is calibrated and validated in the present paper by comparing numerical simulations with experimental data gathered from the literature. The analyzed experiments include direct tension, confined and unconfined compression, and notched three-point bending tests. | |
| publisher | American Society of Civil Engineers | |
| title | Lattice Discrete Particle Model for Fiber-Reinforced Concrete. II: Tensile Fracture and Multiaxial Loading Behavior | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 7 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000392 | |
| tree | Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007 | |
| contenttype | Fulltext | |
