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        <identifier>oai:figshare.com:article/32640780</identifier>
        <datestamp>2026-10-01T16:28:13Z</datestamp>
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          <dc:title>Impact resistance and modelling of ultra high performance fibre reinforced concrete (UHPFRC) plates</dc:title>
          <dc:creator>Yuanye He (24169572)</dc:creator>
          <dc:subject>PUREID: 630555111</dc:subject>
          <dc:subject>Impact resistance</dc:subject>
          <dc:subject>UHPFRC</dc:subject>
          <dc:subject>FE modelling</dc:subject>
          <dc:subject>plate</dc:subject>
          <dc:subject>drop weight test</dc:subject>
          <dc:description>&lt;p&gt;UHPFRC has
emerged as a promising material for protective structures due to its
exceptional mechanical properties. However, its implementation is hindered by a
lack of comprehensive understanding of its complex mechanical behaviour,
particularly under impact loading. This thesis aims to enhance knowledge by
investigating the dynamic responses of UHPFRC plates when subjected to impact
loads.&lt;/p&gt;

&lt;p&gt;The
mechanical properties were first examined. A refined tensile test setup was
employed to accurately capture the relationships between stress-strain and
stress-crack opening. Constitutive relationships were proposed to achieve a
balance between accurate curve prediction and model simplicity. Furthermore,
inverse analysis utilizing finite element simulation was conducted to derive
precise tensile parameters from flexural testing, while also considering size
effects.&lt;/p&gt;

&lt;p&gt;The static
behaviour and failure mechanisms of UHPFRC plates with varying thicknesses
under centrally applied loads were investigated. A specially designed support
rig was utilized to ensure reliable fixed boundary conditions for the UHPFRC
plates. Finite element modelling, employing the concrete damage plasticity
model, successfully replicated the overall behaviour observed experimentally.&lt;/p&gt;

&lt;p&gt;The dynamic
responses of UHPFRC plates under impact were examined through drop weight
impact tests on plates of varying thicknesses. A validated drop weight setup,
equipped with sophisticated instruments, was employed to capture failure modes,
crack patterns, deformation, impact force histories, and energy absorption. A
finite element model developed in ABAQUS was used to accurately simulate the
impact response. The model's predictive capabilities were evaluated by
comparing experimental results, successfully capturing trends in impact force,
displacement, and absorbed energy with increasing drop height.&lt;/p&gt;&lt;p&gt;&lt;i&gt;Thesis is embargoed until 31 July 2030.&lt;/i&gt;&lt;/p&gt;&lt;p&gt;&lt;/p&gt;&lt;p&gt;&lt;/p&gt;&lt;div&gt;&lt;/div&gt;</dc:description>
          <dc:date>2026-10-01T16:28:13Z</dc:date>
          <dc:type>Text</dc:type>
          <dc:type>Thesis</dc:type>
          <dc:identifier>10.17034/32640780.v1</dc:identifier>
          <dc:relation>https://figshare.com/articles/thesis/Impact_resistance_and_modelling_of_ultra_high_performance_fibre_reinforced_concrete_UHPFRC_plates/32640780</dc:relation>
          <dc:rights>All Rights Reserved</dc:rights>
          <dc:rights>Open Access after 2030-07-31</dc:rights>
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