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Abstract

Numerical modelling in support of the Large Dynamic Tests Facility (LDTF) test programme has continued with improvements to the 1d model presented at the 12th MPA Seminar and with a 2nd d plane stress model now operational for flat steel tensile specimens. 2nd d analysis of axisymmetric specimens is also in progress and simulation of reinforced concrete beams has started. The models developed and validated in the course of this work are being incorporated in PLEXIS 3C, a new computer code that is being developed in collaboration with CEA.

Additional information

Authors: JONES P M, JRC ISPRA ESTAB. (ITALY);CASADEI F, JRC ISPRA ESTAB. (ITALY);HALLEUX J P JRC ISPRA ESTAB. (ITALY), JRC ISPRA ESTAB. (ITALY)
Bibliographic Reference: 13TH MPA SEMINAR, STUTTGART (GERMANY), OCT. 8-9, 1987 WRITE TO CEC LUXEMBOURG, DG XIII/A2, POB 1907 MENTIONING PAPER E 33579 ORA
Availability: Can be ordered online
Record Number: 1989126020201 / Last updated on: 1989-01-01
Category: PUBLICATION
Available languages: en
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