NUMERICAL INVESTIGATION OF STRUCTURAL RESPONSE OF CORRUGATED BLAST WALL DEPENDING ON BLAST LOAD PULSE SHAPES
Keywords:
EXPLOSION LOADS, LOADING PULSE SHAPE, NONLINEAR FINITE METHOD, STRUCTURAL CHARACTERISTICSAbstract
HYDROCARBON EXPLOSIONS ARE ONE OF MOST HAZARDOUS EVENTS FOR WORKERS ON OFFSHORE PLATFORMS. TO PROTECT STRUCTURES AGAINST EXPLOSION LOADS, CORRUGATED BLAST WALLS ARE TYPICALLY INSTALLED. HOWEVER, THE PROFILES OF REAL EXPLOSION LOADS ARE QUITE DIFFERENT DEPENDING ON THE CONGESTION AND CONFINEMENT OF TOPSIDE STRUC-TURES. AS THE LEVEL OF CONGESTION AND CONFINEMENT INCREASES, THE EXPLOSION LOAD INCREASES BY UP TO 8 BAR, AND THE RISING TIME OF THE LOAD DECREASES. THIS STUDY PRIMARILY AIMS TO INVESTIGATE THE STRUC-TURAL BEHAVIOR CHARACTERISTICS OF CORRUGATED BLAST WALLS UNDER DIFFERENT TYPES OF EXPLOSION LOADINGS. FOUR LOADING SHAPES WERE APPLIED IN THE STRUCTURAL RESPONSE ANALYSIS, WHICH UTILIZED A DY-NAMIC NONLINEAR FINITE ELEMENT METHOD.Downloads
Published
2017-07-10
Issue
Section
Articles
License
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License [CC BY] that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).