<?xml version="1.0" encoding="UTF-8"?>
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  <title>DSpace Collection: Dokumen Karya Tulis Dosen Unika Widya Karya Malang dalam Book Chapter</title>
  <link rel="alternate" href="https://repository.ukwk.ac.id/handle/123456789/53" />
  <subtitle>Dokumen Karya Tulis Dosen Unika Widya Karya Malang dalam Book Chapter</subtitle>
  <id>https://repository.ukwk.ac.id/handle/123456789/53</id>
  <updated>2026-04-25T01:41:10Z</updated>
  <dc:date>2026-04-25T01:41:10Z</dc:date>
  <entry>
    <title>A Study on Toughness Contribution to Structural Capacity of Reinforced Concrete Beam</title>
    <link rel="alternate" href="https://repository.ukwk.ac.id/handle/123456789/2036" />
    <author>
      <name>Patty, Agnes H.</name>
    </author>
    <author>
      <name>Yoedono, Benedictus Sonny</name>
    </author>
    <author>
      <name>Sunik, Sunik</name>
    </author>
    <id>https://repository.ukwk.ac.id/handle/123456789/2036</id>
    <updated>2023-12-21T05:42:38Z</updated>
    <published>2023-07-26T00:00:00Z</published>
    <summary type="text">Title: A Study on Toughness Contribution to Structural Capacity of Reinforced Concrete Beam
Authors: Patty, Agnes H.; Yoedono, Benedictus Sonny; Sunik, Sunik
Abstract: The term of toughness is one of the fracture parameters which describes the ability&#xD;
of structures to remain deformed while collapsing. Toughness can be expressed as both,&#xD;
strain energy release rate G or as stress intensity factor K. This study deals with how&#xD;
reinforcement influences toughness K to divert rapid to gradual failure. Wedge forces&#xD;
developed by cohesiveness between rebars and concrete are the main concern in&#xD;
transforming elastic to plastic behavior by means reducing the value of stress intensity&#xD;
factor K. Three-point bend beam as a specimen with mode I fracture of (150  300)&#xD;
mm dimension with 100 mm initial crack was conducted in the analytical processing.&#xD;
&#xD;
The specimen was reinforced by 4#12mm steel bars. Wedge forces ‘p’ due to reinforce-&#xD;
ment tensile T developed by composite action between concrete and reinforcement&#xD;
&#xD;
prevailed K&#xD;
P&#xD;
I 1⁄4 441:613 Nmm1:5 whereas stress intensity factor due to load for beam&#xD;
&#xD;
without reinforcement K&#xD;
P&#xD;
I 1⁄4 482:7 Nmm1:5&#xD;
&#xD;
. Hence, the stress intensity factor due to&#xD;
&#xD;
the contribution of reinforcement K&#xD;
R&#xD;
I 1⁄4 41:087 Nmm1:5 which is greater than the&#xD;
&#xD;
critical toughness KIc = 22:136 Nmm1:5&#xD;
&#xD;
. By applying the term strain energy release rate&#xD;
&#xD;
G in conjunction with stress intensity factor K through the relationship K 1⁄4&#xD;
ffiffiffiffiffiffiffi&#xD;
EG p&#xD;
,&#xD;
resulting in G is close to 35 N/m, a value under which normal plain concrete would fail.</summary>
    <dc:date>2023-07-26T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>THE PATIENT'S RIGHT TO INFORMED CONSENT</title>
    <link rel="alternate" href="https://repository.ukwk.ac.id/handle/123456789/54" />
    <author>
      <name>Susanti, Diah Imaningrum</name>
    </author>
    <id>https://repository.ukwk.ac.id/handle/123456789/54</id>
    <updated>2018-07-17T03:42:49Z</updated>
    <published>2003-08-01T00:00:00Z</published>
    <summary type="text">Title: THE PATIENT'S RIGHT TO INFORMED CONSENT
Authors: Susanti, Diah Imaningrum</summary>
    <dc:date>2003-08-01T00:00:00Z</dc:date>
  </entry>
</feed>

