Advances in Fracture and Damage Mechanics VII

Volumes 385-387

doi: 10.4028/

Paper Title Page

Authors: Qing Xu, Wei Dong, Zhi Min Wu

Abstract: A crack propagation criteria is proposed for mixed mode I-II fracture in concrete based on the initial cracking KⅠ-KⅡ curve obtained from...

Authors: Alessandra Calabrese, Piero Morelli, Alessandro Morri, Giuliano Sambogna, Fabrizio Tarterini

Abstract: This work presents the results of a set of endurance tests performed on steel to steel shaft/bushing tribosystems, without re-lubrication...

Authors: Giangiacomo Minak, Piero Morelli

Abstract: This paper describes the experimental results of a set of fatigue tests performed on T300 carbon fiber / epoxy resin laminates cured in...

Authors: David Grégoire, Hubert Maigre, Alain Combescure

Abstract: Our purpose is to propose a methodology for assessing dynamic crack propagation laws under mixed-mode loading. Dynamic brittle fracture...

Authors: Yang Xiao, Masahiro Kuhara, Naoaki Noda, Kinjiro Saito, Masato Nagawa, Atsushi Yumoto, Ayako Ogasawara

Abstract: The bolts and nuts are widely used in various fields as important joining elements with long history. However, loosening induced by the...

Authors: Gang Yang, Ai Feng Zhang, Hai Bin Wang, Peng Niu

Abstract: The paper presents the compatibility relation of displacement, strain energy expression, and the formulations of Finite Element Method in...

Authors: Wei Guang An, Hai An, Yong Yi Zhang

Abstract: There could be multi-failure modes in the course of working of the structure system including slender bar members. For example, strength...

Authors: Xin Chi Yan

Abstract: The problem of failure mode analysis of stochastic structural systems, dealing with the design variables expression, reliability-based...

Authors: Yong Song Shao, Lu Jin, Hong Bo Liu, Li Li Xie

Abstract: Following the Northridge earthquake, widespread damages in connections have been discovered. Then the research on behavior of new...

Authors: Zai Tie Chen

Abstract: Risk analysis can overcome the weakness of conventional safety evaluation of high-arch dams where the random nature of the load and...


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