load displacement behavior of concrete beam under monotonic static and low velocity impact load

Authors

m. c. yılmaz gazi university, engineering faculty, civil engineering department, turkey

ö. anıl gazi university, engineering faculty, civil engineering department, turkey

b. alyavuz gazi university, engineering faculty, civil engineering department, turkey

e. kantar celal bayar university, engineering faculty, civil engineering department, turkey

abstract

experiments were carried out to observe the influence of loading type on concrete beam specimens. beam specimens made of similar concrete mixture with the same geometry were tested under three point static loading and low velocity drop weight impact loading. load – displacement behavior, absorbed energy dissipation capacity, stiffnesses, failure modes of beam specimens were obtained and discussed. a finite element (fe) model was prepared in ansys explicit str software and the results of fe analysis were compared with experimental results. the loading type and loading rate have significant influence on the maximum load, stiffness and energy dissipation capacity. numerical results obtained from ansys explicit str fe models are consistent with the experimental results.

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Journal title:
international journal of civil engineering

جلد ۱۲، شماره ۴، صفحات ۴۸۸-۵۰۳

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