CONTINUUM/DISCRETE MODELLING OF DAMAGE AND FAILURE IN STRUCTURES AND SUBSEQUENT REPAIR STRATEGIES
This paper discusses computational approaches employed in the modelling of damage caused by blast, impact and natural loading and considers the development of retrofitting or mitigation strategies. An essential prerequisite to the design of retrofitting techniques is knowledge of the stress, displacement and fracture states in the damaged structure. Prediction of the damage induced in solids and structures due to blast and impact loading is therefore discussed and repair strategies based on anchor stitching methods are illustrated. Applications from several relevant areas are presented to illustrate the capabilities of continuum/discrete computational procedures.
Impact blast reinforced concrete masonry continuous/discrete transformation explosive modelling retrofitting
D.R.J.Owen Y.T.Feng J.M.Rance A.T.Bere
Civil & Computational Engineering Centre,Swansea University,Singleton Park,Swansea,SA2 8PP,UK Rockfield Technology Ltd.,Ethos Building,Kings Road,Swansea,SA1 8PH,UK
国际会议
北京
英文
1-23
2008-09-24(万方平台首次上网日期,不代表论文的发表时间)